#TBM segment

[seobloggerforworks]

TBM Segment Sealing Gasket: Confidence and Durability in Tunnel Construction

The TBM segments used in tunnel construction are of vital importance for the success of projects. The protection of these segments against water and pressure ensures that the tunnel is long-lasting and safe. The TBM segment sealing gasket comes into play at this point.

What is a TBM Segment Sealing Gasket?

TBM segment sealing gasket is a special material used to provide water and pressure sealing at the junction points of concrete segments used in tunnels excavated by TBM.

Advantages

Water and Pressure Sealing: Ensures that the inside of the tunnel remains dry and safe.

Durability: It maintains its durability throughout the life of the tunnel.

Easy Application: It is installed quickly and easily, speeds up the construction process.

Flexibility: Adapts to different tunnel projects. areas of use

Subway Tunnels: In urban transportation tunnels.

Highway Tunnels: In highway and highway tunnels.

Railway Tunnels: In train and railway tunnels.

Water Tunnels: In water transport and drainage tunnels.

Selection of TBM Segment Sealing Gasket

Material Quality: High quality materials should be preferred.

Compatibility: It must adapt to segment sizes.

Ease of Installation: It should be easy to install.

Performance Tests: Water and pressure sealing performance must be tested.

Result

TBM segment sealing gasket is indispensable for creating safe and durable structures in tunnel construction. The right choice and application play a critical role in the success of projects. By using this technology in your tunnel projects, you can build safe and long-lasting structures.

[seobloggerforwork]

Lasparsan Machines: Transforming Underground Construction Efficiency

In today’s fast-paced construction industry, the demand for advanced machinery that enhances performance and reliability is ever-growing. Lasparsan Machines stands out as a leader in this sector, specializing in cutting-edge solutions tailored for underground construction. Highlighted among their diverse product offerings are the innovative wet type concrete shotcrete machine, essential TBM segment sealing gaskets, high-performance shotcrete machine, and the versatile tunnel concrete spraying machine.

Unleashing the Power of Wet Type Concrete Shotcrete Machine

The wet type concrete shotcrete machine is a game-changer in tunnel construction. Designed for optimal efficiency, this machine applies a wet mix of concrete that allows for rapid curing and improved adhesion to surfaces. Its efficient spraying mechanism minimizes waste and enhances coverage, making it ideal for complex tunneling tasks where precision is crucial. As a result, contractors can achieve superior results while significantly speeding up project timelines.

The Critical Role of TBM Segment Sealing Gaskets

One of the most vital components of successful tunneling projects is the maintenance of structural integrity, and this is where TBM segment sealing gaskets come into play. Lasparsan Machines offers highly durable and reliable gaskets that ensure a watertight seal between tunnel segments. This feature is essential for preventing water leakage, which can undermine the structural safety of tunnels. By incorporating high-quality gaskets, Lasparsan supports longer-lasting infrastructure and reduced maintenance costs.

Maximizing Performance with the Shotcrete Machine

The versatility of the shotcrete machine by Lasparsan Machines allows it to adapt to various applications, from ground support to final lining stages in tunnel construction. Its robust design and cutting-edge technology enable seamless operation in challenging environments. This machine not only provides consistency in material application but also enhances worker safety by reducing the amount of manual labor needed.

Advanced Tunnel Concrete Spraying Machine

The tunnel concrete spraying machine is an essential tool for contractors looking to optimize their tunneling operations. With its high spraying capacity and advanced automation features, it streamlines the spraying process—allowing for quicker, more efficient application of concrete. This machine is built to endure the demanding conditions of tunneling projects while delivering exceptional results.

Conclusion

In summary, Lasparsan Machines is dedicated to pushing the boundaries of underground construction technology. Their exceptional range of products, including the wet type concrete shotcrete machine, TBM segment sealing gaskets, shotcrete machine, and tunnel concrete spraying machine, are designed to meet the complex needs of modern construction projects. By choosing Lasparsan, contractors can enhance their productivity, ensure structural integrity, and achieve remarkable results in their tunneling endeavors. With a commitment to innovation and excellence, Lasparsan Machines is paving the way for the future of underground construction.

[civilguidelines]

Civil engineering, the backbone of infrastructure and urban development, encompasses some of the most ambitious, technically challenging, and awe-inspiring feats of human innovation. From ancient aqueducts to contemporary megastructures, civil engineering has shaped the very environment we live in.

1. The Great Wall of China - An Ancient Engineering Marvel

How: Built over several dynasties, the Great Wall of China spans more than 13,000 miles. Construction techniques evolved with time, incorporating rammed earth, bricks, and stone. Workers used rudimentary tools, local materials, and even sticky rice mortar in some areas to enhance bonding strength.

Why: The Great Wall is a symbol of defensive engineering, constructed to repel invasions and raids. It exemplifies how civil engineering can serve military strategy, topographical challenges, and longevity, standing firm for over 2,000 years.

2. The Hoover Dam - A Triumph of 20th Century Infrastructure

How: Completed in 1936, the Hoover Dam required over 3.25 million cubic yards of concrete. Civil engineers implemented innovative cooling systems using embedded pipes carrying refrigerated water to accelerate curing. The dam's arch-gravity design maximizes structural integrity by channeling water pressure into the canyon walls.

Why: It's a prime example of how hydraulic engineering can tame nature. The dam controls floods, supplies water to seven states, and generates hydroelectric power for millions - demonstrating the multifunctional potential of civil engineering.

3. The Burj Khalifa - Pushing the Limits of Structural Engineering

How: Standing at 828 meters, the Burj Khalifa in Dubai is the tallest building in the world. Its Y-shaped, triple-lobed footprint, and buttressed core structural system ensure wind load resistance and lateral stability. High-performance concrete and reinforced steel contribute to the tower's slender, sky-piercing form.

Why: The Burj Khalifa is a symbol of modern vertical civil engineering, proving that with the right design and materials, skyscrapers can redefine skylines while withstanding harsh desert environments and seismic activity.

4. The Channel Tunnel - A Subaqueous Connection Between Nations

How: Spanning 50.45 kilometers, the Channel Tunnel links England and France beneath the English Channel. Bored using massive tunnel boring machines (TBMs), the tunnel includes three parallel tubes - two rail tunnels and a service tunnel. Engineers employed segmental lining with bolted precast concrete rings for durability.

Why: The Channel Tunnel exemplifies geotechnical and transportation engineering synergy, overcoming geological challenges beneath the seabed and facilitating high-speed rail transport, international trade, and tourism.

Read more

[bondshotel]

How was the Eurotunnel built across the English Channel?

It took 7 years, 4,000 workers and a secret weapon, geology, to complete the most daring engineering challenge of the 20th century.

The Eurotunnel, or Channel Tunnel, is 50.45 km long and connects Folkestone, England, to Coquelles, France - near Calais, in just 35 minutes of crossing. It is an incredible feat of engineering characterized by the longest underwater tunnel in the world with an underwater section that extends for 39 km under the bed of the English Channel.

The entire infrastructure is made up of two railway tunnels with a diameter of 7.6 m and a service tunnel, in case of emergencies, with a diameter of 4.8 m. It took 7 years, 4,000 workers and a secret weapon to build it: geology. Through the geological study of the subsoil it was possible to establish the trajectory of the excavation and the route that the Eurotunnel would follow.

The construction technique of the Channel Tunnel

But how was the Channel Tunnel built?

The great challenge to face was to understand at what depth to position the tunnel and which geological level to drill. One of the key techniques was the so-called “seismic reflection”, a kind of X-ray of the ground that allows to visualize the geological layers and whether they are wavy, deformed or crossed by faults. To carry out the drilling, drills called Tunnel Boring Machines (TBM) were used: these “mechanical moles” are 200 m long, have a diameter of 7.6 m and a rotating disk with steel blades, and are capable of excavating 36 thousand tons of rock per day.

The TBM is controlled by a computerized system that, together with a laser, calculates the trajectory. As the cutter advances, the TBM then creates a ring of reinforced concrete lining for the tunnel, made up of 5 curved segments called segments, which serve to resist the intense pressure from above.

On December 1, 1990, the French and English teams met halfway, with a difference in height of only 35 cm thanks to constant measurements. The two completed tunnels are equipped with 245 passages to reach the emergency tunnel, fire doors and a highly efficient cooling and ventilation system. The only way to cross the tunnel is by train, such as the high-speed train that takes you from Paris to London in just two hours, or the shuttle service for vehicles called “le Shuttle”.

This train is very special because it takes on board the entire vehicle you are traveling with until the transit is completed, taking you from Calais to Folkestone in just 35 minutes.

[trolledu]

How was the Eurotunnel built across the English Channel?

It took 7 years, 4,000 workers and a secret weapon, geology, to complete the most daring engineering challenge of the 20th century.

The Eurotunnel, or Channel Tunnel, is 50.45 km long and connects Folkestone, England, to Coquelles, France - near Calais, in just 35 minutes of crossing. It is an incredible feat of engineering characterized by the longest underwater tunnel in the world with an underwater section that extends for 39 km under the bed of the English Channel.

The entire infrastructure is made up of two railway tunnels with a diameter of 7.6 m and a service tunnel, in case of emergencies, with a diameter of 4.8 m. It took 7 years, 4,000 workers and a secret weapon to build it: geology. Through the geological study of the subsoil it was possible to establish the trajectory of the excavation and the route that the Eurotunnel would follow.

The construction technique of the Channel Tunnel

But how was the Channel Tunnel built? The great challenge to face was to understand at what depth to position the tunnel and which geological level to drill. One of the key techniques was the so-called “seismic reflection”, a kind of X-ray of the ground that allows to visualize the geological layers and whether they are wavy, deformed or crossed by faults. To carry out the drilling, drills called Tunnel Boring Machines (TBM) were used: these “mechanical moles” are 200 m long, have a diameter of 7.6 m and a rotating disk with steel blades, and are capable of excavating 36 thousand tons of rock per day.

The TBM is controlled by a computerized system that, together with a laser, calculates the trajectory. As the cutter advances, the TBM then creates a ring of reinforced concrete lining for the tunnel, made up of 5 curved segments called segments, which serve to resist the intense pressure from above.

On December 1, 1990, the French and English teams met halfway, with a difference in height of only 35 cm thanks to constant measurements. The two completed tunnels are equipped with 245 passages to reach the emergency tunnel, fire doors and a highly efficient cooling and ventilation system. The only way to cross the tunnel is by train, such as the high-speed train that takes you from Paris to London in just two hours, or the shuttle service for vehicles called “le Shuttle”.

This train is very special because it takes on board the entire vehicle you are traveling with until the transit is completed, taking you from Calais to Folkestone in just 35 minutes.

[fairfield-research]

Tunnel Boring Machine Market Growing Rapidly with Recent Trends, Development, Revenue, Forecast to 2030

Global tunnel boring machine market, valued at approximately US$6.3 billion in 2022, is anticipated to reach US$9.8 billion by 2030. This projection reflects a robust compound annual growth rate (CAGR) of 6.5% during the forecast period of 2023 to 2030.

Market Trends and Dynamics

Innovations Fuel Progress: Ongoing advancements in TBM designs, emphasizing productivity and safety, continue to shape the market landscape. Automation, precision engineering, and environmentally friendly features characterize the latest trends, ensuring competitiveness in the global market.

Strategic Collaborations: Collaborations between international construction firms and TBM manufacturers are on the rise. These strategic partnerships facilitate knowledge exchange and technology transfer, fostering a competitive environment within the market.

Dominance of Slurry-type TBMs: Slurry-type TBMs lead the market due to their adaptability and efficiency, catering to both road transport and railway tunneling projects.

Preference for Soft Ground Conditions: Soft ground conditions dominate the geology type segment, particularly in railway transport projects, ensuring enhanced safety and stability.

End-Use Sector Focus: Road transport emerges as the primary end-use sector, demanding customised TBMs. However, railway transport is the fastest-growing category, focusing on high-speed rail networks and emphasizing stability and safety.

Regional Dominance of Asia Pacific: Asia Pacific stands out as the dominating region, driven by rapid urbanisation, extensive road and rail projects, and governmental support.

North America's Significant Growth: North America witnesses substantial growth, fueled by increased demands in road transport infrastructure and investments in modernising ageing tunnels and bridges.

Key Growth Determinants

Rapid Urbanisation and Infrastructural Developments: The accelerating pace of urbanisation globally drives the demand for efficient transportation networks, with TBMs playing a crucial role in constructing underground passages swiftly and safely.

Technological Advancements and Automation: Continuous advancements in TBM technology and automation enhance excavation accuracy, reduce human intervention, and ensure worker safety, driving market growth.

Environmental Concerns and Sustainable Practices: TBMs offer eco-friendly alternatives by minimising surface disturbances and noise pollution, aligning with the growing emphasis on sustainable construction practices worldwide.

Major Growth Barriers

Geological Challenges: Unpredictable geological conditions pose significant challenges, potentially resulting in project delays and increased expenses.

High Initial Investments: The substantial initial investment required for acquiring advanced TBMs, along with prohibitive operational costs, can limit widespread adoption, particularly in regions with budget constraints.

Key Trends and Opportunities

Sustainability in Tunneling Practices: Sustainable tunneling practices are gaining momentum globally, with TBMs that minimise carbon footprint and employ eco-friendly construction methods becoming increasingly popular.

Advancements in Automation and AI Integration: Automation and AI integration revolutionise tunnel construction, enhancing precision, reducing operational errors, and improving safety.

Modular and Customisable TBM Designs: Modular and customisable TBM designs offer adaptability to various geological conditions and project requirements, ensuring flexibility and competitiveness.

Regional Frontrunners

Asia Pacific: Asia Pacific leads the global TBM market, driven by rapid urbanisation, technological advancements, and increased infrastructure spending.

North America: North America emerges as a lucrative market, fueled by investments in updating ageing transportation networks and a growing emphasis on sustainable practices.

Fairfield’s Competitive Landscape Analysis

Innovation as a Key Differentiator: Innovation, particularly in automation, AI integration, and eco-friendly designs, plays a vital role in the competitive landscape.

Robust Supply Chain Networks: A robust supply chain is essential, ensuring seamless access to raw materials and efficient distribution channels.

Expectation of Market Consolidation: Fairfield Market Research anticipates the market to witness more consolidation over the coming years.

Leaders in Global Tunnel Boring Machine Space

China Railway Construction Heavy Industry Co. Ltd.

China Railway Engineering Equipment Group Co. Ltd.

Dalian Huarui Heavy Industry Group Co. Ltd.

Herrenknecht AG

Hitachi Zosen Corporation

IHI Corporation

Kawasaki Heavy Industries Ltd.

Komatsu Ltd.

Northern Heavy Industries Group Co. Ltd.

Qinhuangdao TianyeTolian Heavy Industry Co. Ltd.

Robert Bosch GmbH

Continental AG

Panasonic Corporation

Garmin Ltd

Akkerman Inc

For more read: https://www.fairfieldmarketresearch.com/report/tunnel-boring-machine-market

About Us

Fairfield Market Research is a UK-based market research provider. Fairfield offers a wide spectrum of services, ranging from customized reports to consulting solutions. With a strong European footprint, Fairfield operates globally and helps businesses navigate through business cycles, with quick responses and multi-pronged approaches. The company values an eye for insightful take on global matters, ably backed by a team of exceptionally experienced researchers. With a strong repository of syndicated market research reports that are continuously published & updated to ensure the ever-changing needs of customers are met with absolute promptness.

Contact

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https://www.fairfieldmarketresearch.com/report/tunnel-boring-machine-market

[pooma-today]

The National UN Volunteers-India

Noida International Public School, Noida

Uttarkashi Tunnel Collapse - Presentation

Title: Mathematical Analysis of the destruction

Guide: Mrs. Meenu, Mathematics teacher

1. What Could be the Potential Cause of Tunnel Collapse?

About:

The Silkyara-Barkot tunnel is part of the ambitious Char Dham all-weather road project of the Central Government.

The construction of the tunnel was tendered to Hyderabad-headquartered Navayuga Engineering Company by the National Highways and Infrastructure Development Corporation Ltd (NHIDCL), a fully owned company of the Ministry of Road Transport & Highways, Government of India.

2. Potential Causes of Tunnel Collapse:

The exact cause of the tunnel collapse is yet to be ascertained, but a possible factor could be:

▪️The collapsed section, situated around 200-300 meters from the tunnel mouth, might have contained a hidden loose patch of fractured or weak rock, undetectable during construction.

▪️Water seepage through this compromised rock could have eroded it over time, creating an unseen void atop the tunnel structure.

3. What are the Critical Aspects of Tunnel Construction?

▪️Tunnel Excavation Techniques:

• Drill and Blast Method (DBM): Involves drilling holes into rock and detonating explosives to break it apart.

• DBM is often used in regions like the Himalayas (Jammu & Kashmir and Uttarakhand) due to the challenging terrain.

• Tunnel-Boring Machines (TBMs): It bore through rock while supporting the tunnel behind with precast concrete segments. It is a more expensive but safer method.

• TBMs are ideal when the rock cover is up to 400 metres tall. Underground tunnels for the Delhi Metro were dug using a TBM at shallow depth.

4. Aspects in Tunnel Construction:

¹Rock Investigation: Thoroughly examining the rock's strength and composition through seismic waves and petrographic analysis to assess its load-bearing capacity and stability.

²Monitoring and Support: Continuous monitoring using stress and deformation meters, along with various support mechanisms like shotcrete, rock bolts, steel ribs, and specialized tunnel pipe umbrellas.

³Geologist Assessments: Independent geologists play a crucial role in examining the tunnel, predicting potential failures, and determining the rock's stability duration.

5. What are the Other Major Tunnels in India?

¹Atal Tunnel: Atal Tunnel (also known as Rohtang Tunnel) is a highway tunnel built under the Rohtang Pass in the eastern Pir Panjal range of the Himalayas on the Leh-Manali Highway in Himachal Pradesh, India.

At a length of 9.02 km, it is the longest tunnel above 10,000 feet (3,048 m) in the world.

²Pir Panjal Railway Tunnel: This 11.2 km long tunnel is India's longest transportation railway tunnel.

It runs through the Pir Panjal mountain range between Quazigund and Baramulla.

³Jawahar Tunnel: It is also called Banihal Tunnel. The length of the tunnel is 2.85 km.

The tunnel facilitates round-the-year road connectivity between Srinagar and Jammu.

⁴Dr Syama Prasad Mookerjee Road Tunnel: It was previously known as Chenani-Nashri Tunnel and is the longest road tunnel of India.The length of this road tunnel is 9.3 km.

6. Way Forward

¹Regular Maintenance: Implement a stringent maintenance schedule, including inspections for structural integrity, drainage systems, and ventilation to identify and rectify issues promptly.

Employ sensors and monitoring technologies to continuously assess structural health, detecting any potential weaknesses or anomalies early.

Risk Assessment and Preparedness: Conducting third party risk assessments periodically, considering geological, environmental, and usage factors.

Developing contingency plans and emergency protocols in case of any structural concerns.

²Training and Awareness: Training personnel in tunnel management and emergency response procedures. Public awareness campaigns can educate users and nearby residents about safety measures and reporting mechanisms.

³Technology Integration: Explore innovative technologies like Artificial Intelligence, drones, or robotics for more efficient inspections, maintenance, and early detection of potential issues.

[fulminata14]

Elevator Pitch - Platformer

I forgot to upload this!

Name of Game: Soul Shift

Pitch: Take control of gravity itself with the souls of your enemies! Defeating foes will reverse your polarity, allowing you to reach previously unobtainable areas. Limited enemies and a difficult series of platforming levels lends itself to a difficult but rewarding platformer experience where you will need to get the timing just right to claim your reward.

Controls: A,D for movement, Spacebar to jump

Selling Points:

Core Mechanic of precisely jumping on enemy heads to switch gravity

Difficult levels that require precise jumps to clear

Short separated segments rather than long drawn out levels

Images:

References:

Google Images: Retrieved from https://www.google.com/search?sca_esv=558639794&rlz=1C1RXQR_en-GBAU991AU991&sxsrf=AB5stBhXEKS18L_KLaoZX7uJSlF-pSfBnw:1692584466215&q=g+switch+3&tbm=isch&source=lnms&sa=X&ved=2ahUKEwiItfG-2OyAAxW6SWwGHc4wCrAQ0pQJegQICxAB&biw=958&bih=921#imgrc=FiT4ZQJv2zw2EM&imgdii=VX1QkQYlqZirUM

[artloife]

Skip Beat Timeline

As some of the rest of you are ALSO preparing for KyokoxRen Week 2020, here’s a rundown on the recent timeline of Skip Beat and KyokoxRen development.

Point the First!

The month of April has lasted in real-time FOR OVER SIX YEARS and it’s still not May yet. It’s lasted, so far, for 81 chapters. Did you get Skip Beat Exhaustion in the past six years?? Gee...I just dunno why.... (Honestly Sensei....how...how do you even do that? It’s amazing)

Timeline under the cut! 

Dates and Chapter Numbers bolded for convenience 

April 4th -Kuon kisses Kyoko in Guam (ch211) and tells her he loves her

April 11

Kyoko sees her mother and they discuss Kyoko's father after Kyoko saw both Shotaro and Ren the night before after her mother’s TV interview. (the kissing picture taken at 1:56 on 4.11 as referenced later)

After seeing her mother, Kyoko and Kanae meet up for the Lotus in the Mire talk, so Kyoko can get the lowdown on the character audition and whathaveyou. Kyoko sees Ren and Yashiro again that same evening, before Ren returns to Guam

the day after she sees her mother (the day is 4.12 as is seen on Kanae's phone in ch238), Kyoko sees Shotaro and tells him to back off, and that she's talked with both her mom, and his parents and she's gonna do what she wants yooo! TO REITERATE: Shotaro plants one on Kyoko, two days later, she does all that, lmaaao. You cray cray gurl.

Kyoko begins Momiji prep the next day

ch. 240 states that it's a month after White Day. So there's at leeeeaast a three day span of time between this chapter and ch238 but I believe it may be a little more, bc Kyoko's stage combat practice began, and she also met with Erika Koenji, and also did research on Morizumi and each of those occurrences happened on different days. In this chapter she also receives her White Day gift from Yashiro and Yashiro begins his stint as her temporary manager and says he'll do so for two weeks, until Ren returns from Guam

(RELEVANT LATER TO PUT THIS HERE: CH. 266.5 is when Kyoko receives the envelope postmarked 3.13, and it's referred to in this special chapter as having been received a month later by Kyoko (Mid April at the earliest, though it's far more probable that it was at the end of April, due to the following clues)

Eight days after that, (eight days into Yashiro's temp managing) in ch 241, Kyoko comes across Momose Itsumi and it's indicated then that Kyoko has yet to receive the WD gift from Ren. This would then be, at the very least, April 23rd

(Momiji Audition begins ch. 242, Kyoko is officially given the role of Momiji in ch256) 

As of ch245, We see Yashiro's phone and a text from Ren saying he's back 2 days early from Guam. So, if we take the factual date from ch238, of it being 4.12 when he left, and being gone for two weeks, and coming back 2 days early, it'd be 4.24, which is consistent with ch241, BUT Ren's phone in ch246 says 4.26, which is inconsistent with his leaving time, BUT we then do know the date of the Momiji audition and the 'when' of the events that take place that day. 

4.26 is a day that includes the following:

Momiji Audition

Ren's return to Japan 

Ren's discussion with Lory about the picture taken on 4.11 by that paparazzi

Kyoko being confronted by Koga about her feelings for Ren

Morizumi hears this convo, and weaves the first of her lies to unsettle Kyoko

Kyoko, on this day, at this point, IS STILL UNAWARE OF REN'S WD GIFT

In between audition segments, in an effort to avoid explaining the truth about her feelings for Ren, Kyoko lies to Kanae about the Morizumi-Ren connection and why it would be upsetting her

Morizumi withdraws from the audition, and Erika gets suspicious and sticks around, and sets a trap for Morizumi, which goes off when Morizumi and her manager try to throw Kyoko over a rail of the building while they've got her drugged

Ren and Kijima reunite and go get a drink and are joined by Kana at some point while at the bar

Kanae is offered another position by Producer Kuresaki that, from all context clues gathered so far, is an American production also involving Cedric D Bennet and Mr. Duris

Kana kisses Ren

Kanae and Kyoko talk about their offers, and Yashiro notifies Ren about Kyoko getting Momiji

AS OF CH 261 APRIL 26TH HAS ENDED 

Yashiro is still taking Kyoko around as temp manager, and Ren and her share a ride on 4.27 while Yashiro drives. Also in this chapter is the clue that the Darumaya Master is now remembering the letter he put in his safe a month and a half ago. 

4.27 includes:

that drive 

that clue

the Ren, Kyoko, Yashiro lunch

Ren giving Kyoko the dandelion ring and her calling him despicable 

Ren attempts to hold back his questions about the ShoxKyoko kiss paparazzi photo, (and that lasts until he sees them next morning at the Darumaya and they fight during the morning car ride) 

Kyoko meets Koga and others on the Lotus set

Kuresaki learns that Kyoko's combat instructor of the famous Uesugis and it's a guy he fanbois over

Kanae and Uesugi talk about her role some more

Kyoko saves her dandelion ring

another clue about the Darumaya Master keeping something in his safe

4.28:

the dawn of a new day comes in ch266, April 28th, when Ren and Yashiro catch sight of Shotaro and Kyoko outside the Darumaya

In ch267, we get the reference to April 11, 1:56 am, the night of the second Sho and Kyoko kiss, which was the same night Kyoko saw that interview with her mom and also met Ren his one brief night back from Guam

Ren and Kyoko fight about that

Koga and Kyoko meet again after that

Later that night, Kyoko decides to not return Ren's text or call

In chapter 270, it's another new day, Kyoko's phone shows the date of 4.29, and this is the day after Kyoko and Ren fight in the car about that second kiss because he also saw Sho meeting Kyoko that same morning at the Darumaya

4.29 ALSO includes:

the magazine release of the RenxKana kiss, the reaction people had to its broadcast at the Lotus Set, Kyoko and Ren meeting at LME where Lory, Yashiro, and Kanae also witness Kyoko fleeing from him. 

the convo between Kyoko and Kanae about Cedric D Bennet and Mr. Duris, and Kanae auditioning for an American role in a production that involves both those individuals (Mr. Duris is 'Uncle Tiger from the Grateful Party, and Kuon's grandfather in American show business, and we learn this from Lory's convo on the phone with him that same day. He is also the 'Father of Champions' that Chiori mentioned ages ago) 

It also includes the Kyoko and Kanae talking about the Morizumi-love interest-Kana confusion in regards to Ren, and about Kanae learning English with help from Kyoko

Next Day: April 30, Bo and Ren meet (ch274) and talk about the Kana thing and the truth of his actual feelings. Kyoko and Ren meet almost immediately after that convo (ch277) in the building lobby. Kyoko flees again. Ren gives chase to the elevator 

They exit elevator and continue convo in a dressing room

Another mention of Cedric D Bennet and an American production

Ren actually openly voices his jealousy during this convo: PROGRESS. So does Kyoko!! DOUBLE PROGRESS

Ren and Kyoko are actually as honest as they can be about how they feel for each other: AMAZING

GIFTGIVING TAKE TWO: his own pendant this time instead of a dandelion ring like three days prior

CONCLUSIONS TO BE DRAWN:

1. Ren/Kuon will almost ALWAYS act upon his love for Kyoko as a consequence of something Shotaro does that (may or may not) show affection for Kyoko. 

Shotaro may be a plot device for the otherwise-and-previously-not-well-motivated female lead Kyoko (the inciting incident of the story in fact, tho she moves past it). BUT HE IS ALSO THIS FOR OUR SLOW-TO-ACT-ON-LOVE MALE LEAD REN LMMAAAAOO.  

Previous Examples:

 ‘Suddenly a Love Story’ Arc, ch.79-99 In which Ren behaves differently after seeing the Fuwa PV and getting caught up with the Beagle/Fuwa mess because they drag Kyoko into it. We see the first hints of ‘Kuon’ in this arc, hot on the heels of the implications of the ‘HoneyTrap’ practice arc.

The action Shotaro takes in ch145 for a Valentine's Day present, causes a five-chapter long mini-arc as Ren dares to be bolder with Kyoko in response, but winds up walking it back because he wanted to be considerate of where her state of mind was at the time. 

-Shotaro's behavior after the Dark Moon Wrap Party towards Kyoko, and his attitude towards Ren in that parking lot after Ren sees him and Kyoko together(ch190), directly causes the consequences shown between chapters 191-211, starting from when Ren breaks character in the Heels hotel room, all the way up until ch211 when Kuon finally says i do what i want, and lays one on Kyoko in Guam after he tells her he loves her.

2. BO, the CHICKEN CHARACTER THAT IS ALSO KYOKO can also SERIOUSLY motivate Ren. Ren was only truthful with himself about how deeply he felt about Kyoko during the Katsuki arc because BO pressed him to be. THIS ALSO HAPPENS HERE!! IT'S BO THAT TOLD HIM TO JUST SPEAK PLAINLY AND CLEAR UP ANY MISUNDERSTANDINGS. Kyoko didn't know it at the time, BUT SHE VIBE-CHECKED HERSELF WHEN SHE TOLD REN TO FACE IT HEAD-ON I CAN'T WITH THIS GUUURL

3. Also of interest, and relating to the above mentioned points, KIJIMA is also an instigator that applies to the most recent arc with him needling Ren about a teenager getting to Kyoko, and was there at the bar for DRAMATIC IRONY AT ITS FINEST, right before Kana laid one on Ren. He was also an instigator with the Dark Moon Wrap Party, and the Heels arc that led to the hotel room scene, because he’d been texting Kyoko the same day Ren saw Kyoko and Sho arrive together at TBM (chapters of the 180s to the 190s). Sho, Reino, Kijima, AND BO, can all motivate Ren in SUPER INTERESTING AND MULTI-FACETED WAYS!!!

4. Kyoko seriously fixated on Morizumi being the real love interest of Ren's. It took up sooooo many chapters you guys. It took up like... Thirty freaking chapters and two years of time in reality. To this DAY I can't believe that became such a fixation. Erika was so, so clear that Morizumi was a problem and would do anything to unsettle Kyoko during this audition. And yet, Kyoko never applied that to Morizumi's chatter except to get angry that Morizumi had tossed over Ren for the Cedric guy and had withdrawn from the audition without giving it her all. It could be an indicator of Kyoko’s one-track mind, but it really stretched the suspension of disbelief. 

Kyoko focused on this SO MUCH, that even though ONLY 3 DAYS HAVE PASSED and like... THREE PLUS YEARS IN REAL-TIME, she had completely forgotten they'd argued about Shotaro until REN BROUGHT IT UP! But damn do I love the parallel that BOTH Kyoko and Ren actually believed that Morizumi and Shotaro were 'actual' threats to the love they felt for each other. It's downright ridiculous and they are entire whole dumbasses. 

However... Kyoko's temperament about Ren and 'love' has been shaky since... The 190s chapters. This seemed like a deep dive of a spiral, leading to this 'Disaster Landfall' for sure. She'd been going around and around in circles about this 'highschooler', probably in an effort to make herself believe that it wasn't her, Kyoko, that was his target-though all evidence was showing otherwise. I mean, for heavenssake, she'd had thoughts back in the 90s chapters right before Karuizawa and right after the Katsuki Test, where her instinctual insight was telling her he was giving her preferential treatment, and she kept denying how that made her feel and ALSO DIDN'T EVEN VOICE IT OUT LOUD until ch. 201.

5. Sensei has a way of bringing drama in during the 70s/80s/90s counts of her chapters lol. I wonder what 280 to the 290s will bring.

[marciatryon1980-blog]

Tunnel Boring Machine Market – Industry Analysis, Trends, and Forecast 2019–2025

Boring Machine Tunnel boring machine is used to bore through rocks and excavate tunnels. It can easily pass through hard surface using circular cross section. These kind of machines are used as an alternate method to drilling or using explosive for exploration or excavation. The huge investment in the road and railway infrastructure across the globe is vital factors expected to encourage the growth of the global Tunnel Boring Machine market in the upcoming period.

Due to the Incremental spending on road and railway infrastructure by the government and private firms. Moreover, the major factor driving the market growth is the increasing construction of a road tunnel and railway tunnel coupled with the utilization of tunnel boring machine for hydropower, pipeline, and water and sewage. Also, the rapidly adoption of tunnel boring machine for boosting transportation sectors coupled with the rising need to connect the cities in order to enhance commerce sector within the country, are expected to boost the Tunnel Boring Machine market in the upcoming year. In addition, the upsurge in urbanization and increasing expenditure on roads and railway infrastructure will influence the global Tunnel Boring Machine market over the forecast period.

 Furthermore, the increase in the need for micro-tunnelling for the water management system for urban areas will accelerate the growth of the Tunnel Boring Machine market.  Additionally, the augmentation in demand for technologically advanced tunnel boring machine and adoption of tunnel boring machine in coal mining industries will contribute to Tunnel Boring Machine market growth during the forecast period. 

 Hard Ground TBM product type of Tunnel Boring Machine market is projected to be the leading segment of the overall market during the forecast period

On the basis of product type, the Tunnel Boring Machine market has been segmented into Soft Ground TBM and Hard Ground TBM. Hard Ground TBM dominates the global Tunnel Boring Machine owing to its applications in design and constructs a high-scale tunnel project like road and railway infrastructure. Soft Ground TBM market will influence by its properties like balancing the pressure conditions at the tunnel face, avoids uncontrolled inflow of soil into the machine and creates the conditions for rapid tunneling with the minimum settlement.

Traffic tunneling are projected to lead the industry for utilizing applications of the Tunnel Boring Machine  during the forecast period

On the basis of Application, the global Tunnel Boring Machine market has been segmented into traffic tunneling and utility tunneling. By Application, traffic tunneling segment will lead the market owing to its huge demand for road tunneling and railway/metro tunneling. Utility tunneling market will grow by rising demand for TBM in municipal water and sewage, hydropower, and pipelines.

The Asia- Pacific accounts for the lion’s share of the global Tunnel Boring Machine market during the anticipated period.

On the basis of region, the Tunnel Boring Machine market has been segmented into North America, Europe, Asia Pacific, Middle East & Africa, and Latin America. The Asia Pacific dominates the world Tunnel Boring Machine market over the forecast period owing to rising government expenditure on infrastructure coupled with the rising number of road and railway tunnel infrastructure. Europe market will trigger by the huge demand of TBM for increasing and improving tunneling projects.

Global Tunnel Boring Machine Market Competitive Landscape

Companies such as Herrenknecht Ag, The Robbins Company, Mitsubishi Heavy Industries, Ltd., Kawasaki Heavy Industries, Ltd., Hitachi Zosen Corporation, Jim Technology Corporation, Komatsu, Northern Heavy Industries Group Co., Ltd., SELI, Shanghai Tunnel Engineering Co., Ltd., Tianye Tolian Heavy Industry Co., Ltd, CRCHI, and Terratec Ltd. are the key players in the global Tunnel Boring Machine market.

The in-depth analysis of the report provides the growth potential, upcoming trends and statistics of Global Tunnel Boring Machine Market size & forecast. The report promises to provide state-of-the-art technology of Tunnel Boring Machine production and industry insights which help decision makers to take sound strategic decisions. Furthermore, the report also analyzes the market drivers and challenges and competitive analysis of the market.

 Find Out more about our services@ http://bit.ly/2XM4Ero

[esgdatainrate]

Underground construction equipment Forecast to 2031 with Key Companies Profile, Supply, Demand and SWOT Analysis

Underground Construction Equipment Market Research, 2031

The global underground construction equipment market size was valued at $19.4 billion in 2021, and is projected to reach $31.3 billion by 2031, growing at a CAGR of 4.7% from 2022 to 2031. Underground construction equipment are specially designed machinery used to perform or assist in construction operations below the earth’s surface. Typically, these machines include tunneling equipment, piercing tools, vibratory plows, load and haul equipment, underground utility vehicles, dewatering systems and shortcrete solutions and others. These equipment are used for different functions such as tunneling, drilling, hauling, compacting, dewatering, and others. The global underground construction equipment market covers different industries such as construction & infrastructure, oil and gas and mining.

Competition Analysis

Competitive analysis and profiles of the major players in the construction equipment end-user, such as Caterpillar Inc, China railway group limited, Epiroc AB, Global TBM Company, Herrenknecht ag, Kawasaki Heavy Industries, Ltd., Komatsu Ltd., Mitsubishi Corporation, Sandvik AB, and Sany Group Co Ltd are provided in this report. There are some important players in the market such as Sandvik AB, Komatsu, and Epriroc. Major players have adopted product launch and acquisition as key developmental strategies to improve the product portfolio of the underground construction equipment market.

Some examples of product launches in the market

In December 2022, Sandvik mining and rock solutions launched a highly automated, compact, twin boom drill for underground development and small scale tunneling. The new DD322i is a versatile drill that can be utilized in mining or tunneling, and it has a new carrier and design and can tram in small headings, tight corners, and intersections because of its compact size. Further, the lower costs of compact equipment boost their adoption in end-user industries.

Acquisitions in the market

In December 2022, Komatsu Ltd. acquired GHH Group GmbH, which is a leading manufacturer of underground mining, tunneling, and special civil engineering equipment and has its headquarter in Gelsenkirchen, Germany.

Key Benefits For Stakeholders

This underground construction equipment market forecast report provides a quantitative analysis of the market segments, current trends, estimations, and dynamics of the underground construction equipment market analysis from 2021 to 2031 to identify the prevailing underground construction equipment market opportunities.

The market research is offered along with information related to key drivers, restraints, and opportunities.

Porter’s five forces analysis highlights the potency of buyers and suppliers to enable stakeholders to make profit-oriented business decisions and strengthen their supplier-buyer network.

In-depth analysis of the underground construction equipment market segmentation assists to determine the prevailing market opportunities.

Major countries in each region are mapped according to their revenue contribution to the global market.

Market player positioning facilitates benchmarking and provides a clear understanding of the present position of the market players.

The report includes the analysis of the regional as well as global underground construction equipment market trends, key players, market segments, application areas, and market growth strategies.

Full Report With TOC:-https://www.alliedmarketresearch.com/underground-construction-equipment-market-A53682

[akbari98011]

Shield Tunneling: Air-Cushioned Slurry Balanced Shield Machine in 2023

A tunnel is an underground passageway, dug through the surrounding earth and enclosed except for entrance and exit. The first tunneling shield was developed by Marc Isambard Brunel in January 1818 beneath the Thames River in London. The Bangabandhu Tunnel Project under the Karnaphuli river is designed as a single layer 4-lane dual-carriageway with two shield tunnels.

Tunnel Boring Machine(TBM):

The Tunnel Boring Machine (TBM) used during the excavation works for the Tunnel construction under Karnaphuli River is air-cushion slurry pressure balanced shield machine, manufactured by Tianhe Mechanical Equipment Manufacturing Company Limited (CCCCTH). The diameter of the Cutterhead was 12.12m with a 13.6m long shield section.   

The manufacturing of the TBM used for the tunnel was initiated in March 2017 by preparation of drawing of cutterhead, shield skins, erector, trolly structure, segment handling system and segment feeder and piping plan for the main body. The full design was finalized at the end of July 2017. The order for the manufacturing of this slurry shield TBM was placed in April 2017 by CCCC during the design stage of the Project. The production stage was 120 days from the middle of May 2017 after the purchase of plates for the main body. It took 100 days more for the assembly, commissioning and factory acceptance test up to end of December 2017

The main components of the TBM are the followings:

Shield Body (front, middle and tail shield)

Cutters & Copy cutter

Drive System

Grease & Lubrication System of Main Bearing

Agitator

Air Pressure Control System of Air Chamber

Propulsion System

Segment Erector

Cooling Water System

Waste Water Discharge System

Slurry Transportation System

Man-lock

Pipeline extension System

Synchronous Grouting System

Segment Storage & Transportation

Secondary Grouting System

Air Compressing System

Industrial-Controlled Compressor System

Emergency Generating Set

Main Ventilation System

Auxiliary Ventilation System

Guidance System

Shield Machine Assembly Scheme:

Each shield is divided with four parts-Upper Block, Left and Right Block and Lower Block. For Shield Machine Lifting, 500t Super Crawler Crane are used for Hoisting and assembling in the working well.

The sequence of installation of Shield Machine are as follows.  

1.First of all, the Lower bracket of the steel sleeve is hoisted in place;     

2.Front (F2) & Middle Shield (B3) Lower part is hoisted down to the shaft;     

3.Drive part is hoisted down to the shaft and assembling;     

4.Front Shield Left (F3) & Right (F4) and Upper (F1) Block are hoisted down to the shaft; 

Cutter Head:

The Cutter head is assembled on the Ground. Two Crawler cranes are used to turn over the cutterhead and lower into the working shaft. The overall lifting weight of the cutterhead is 220T.

There are two types of Cutter Head for Soft Ground Shield Machine. 

Spoke Type;

Plate Type;

The cutting wheel is equipped with different kinds of Cutting Tools:  

Scrapers/Main Cutter-282 ;

Preceding/ Primary Cutter-159;

Shell Cutter-25;

Wear Detector-2;

Double Edge Heavy Duty Tearing Cutter-12

Peripheral Protection Cutter-25;

Fish Tail Cutter-1;

TBM Supporting Trolley Assembly Scheme:

After Shield assembling, the match trolley is assembled in order to the on-site assembly of 1# , 2#, 3# and 4# according to the reserved lifting hole (Length 20mXWidth 7.5m) at C&C section.

Cutter Head:700mm

Trolley-1: 14.35m

Trolley-2: 17.65m

Trolley-3: 14.50m

Trolley-4: 16.80m

Preceding Works of TBM Launch: Vertical Freezing Reinforcement:

Vertical Freezing Reinforcement is a way to reinforced soil which can assist before the TBM launch. The working shaft end is consolidated by means of Ø1200@800 triple-tube HP chemical churning piles. In order to avoid cutter disc wear when the shield starts, vertical Freezing Reinforcement is used.The thickness of the freezing wall is 1.5 m, the width is 16.0 m, and the freezing depth is 25 m. The first row of holes is 400 mm from the side line of the concrete groove wall, the distance between the holes is 800 mm, including 21 ones. The second row is 800 mm apart from the first row, staggered with the first row in plum blossom shape in 20 holes. 

On the back side of the Cutter Head of this Shield Machine, a Shield Partition is installed. The Space between the Partition and the Cutter Head is named “SLURRY CABIN”. The slurry made of water, clay and additives is pressed into the Slurry Cabin through the Pipeline and the slurry fills the entire Slurry Cabin with a certain pressure to form a slurry pressure chamber. When the Shield Machine advances, the earth and sand cut by the cutters is mixed by the stirring device to form high-density slurry which is sent to the Slurry Treatment Plant on the ground by means of fluid transportation and the soil and water are separated and then back to the Slurry Cabin.

Preceding Works of TBM Launch: Installation & Debugging of Slurry Station:

Before Shield Tunneling starts, fresh Slurry should be prepared and stored in the slurry tank. Raw materials of slurry are bentonite and water, and the proportion of bentonite and water (mix ratio) is 1/0.135.The raw materials are mixed with high-speed rotary mixer after being put into the preparation barrel. After mixing, the slurry is stored in a slurry storage pool for standby and will be pumped into the slurry circulating pool after 24h for use.  The multi lane Road Tunnel under the River Karnaphuli mainly passes through the cohesive soil and sand layer interbedded from shallow to deep and the whole section, fine sand layer is excavated. Add 45t Bentonite to each of the 10 rings after tunneling. When mixing, add the clay slurry which is stored in the previous period to reduce the amount of bentonite. 

Preceding Works TBM launch:  Installation of Steel Sleeve:

Before TBM Launch, the Shield Machine is sealed with the Steel sleeve. The Steel Sleeve is a 20mm thick Steel Plate on which is provided with a rib plate to maintain its  stiffness. A pressure balance is built in advance within the sleeve and then the TBM passes through the portal to finish launching. The Counterforce bracket provides a counter-force for TBM during TBM launch. Sand is filled in the sleeve to provide force of friction and resist against twisting. An Anti-torque Rib is welded on the TBM to resist against torque.

The Outer Diameter of the Steel Sleeve=12924mm

The Inner Diameter of the Steel Sleeve=12484mm

The Clearance between the Steel Sleeve & the TBM body =182mm

Tunneling Parameter Control During TBM Advancing:

There are three important Parameters should be monitoring during TBM Advancing and 

mining. For instance:

Face Pressure;

Primary Grout Injection;

Grease & Lubricant Injection;

Apart from that it should be also monitoring others parameters through Arigatawa View;

Average Stroke(=Actual Stroke)=1760 mm;

CHS: 0.99 rpm;

Maximum Stroke(Out of 4 Values)=1800 mm;

Advance Speed(NPR)=26mm/min(Limit 20~30);

Rotation Direction: Clockwise/Anti-clockwise;

PEN=(NPR/CHS)=15.99 mm

Force: 97131 KN

Force: 97131 KN

Density Inlet D2 & Outlet D1

Flowmeter F1 & F2

Face Pressure:

Formation Pressure on the Shield Machine including Earth Pressure and Water Pressure is known as Face Pressure. Establishing and Maintaining Correct Face Pressure for the Ground and Groundwater Conditions is very important to the safe operation of TBM. If inadequate face pressure is applied, this will lead to excessive Ground Settlement and may result in collapse of the tunnel face.Over 100 incidents in last 10 years over EPB and Slurry Shield Drives. The cave-in might have been caused by a mistaken calculation of target Face Pressure or more likely an unforeseeable change in soil conditions.

Primary/Annular Grout Injection:  

Face Pressure not only the factor in settlement, need to consider loss at tail void. Synchronous grouting is an important measure to prevent stratum settlement. There are six Grout Injection Points at the Shield Tail. 

Two parameters are control to ensure the backfilling quality of grout during Construction:     

Grout Pressure;

Grout Volume;

Grout Volume: The theoretical volume of the construction gap between the cutter head and the segment is:     

V = π/4 x (12.16²-11.80²) x2 m³/ring

The Injection Volume Q of the Backfilling Grout can usually be estimated by the following Formula:,

                Q=Vα, where, V= Theoretical Volume

                 α= For Example,

If the Soil is  Mucky Silty Clay, the injection rate should be110%

Hence,

Q=Vα

   =13.55X1.1

   =14.9 cum

Or,

If the Soil Stratum is Silt Fine Sand, the

Injection rate will be 130%

Hence,

Q=Vα

   =13.55X1.3

   =17.6 cum            

Shield Tunneling Construction 

Shield Tunneling Construction divided into four stages. For Instance  

Launching Stage (-7 ~ +3 Ring):

Initial Driving Stage (+4 ~ +22 Ring)

Initial Driving Stage (+23 ~ +80 Ring)

Final Driving Stage (After Negative Rings Removed)

1. After the completion of TBM and steel sleeve installation -7 and -6 were assembled and connected and pushed to the circular ring at the steel sleeve end.

2.Then dense sand filling within the sleeve and slurry pressure establishment in the slurry pond. Then TBM breaks the underground diaphragm wall and enters the consolidated soil moving forward towards the portal.

3.Start Synchronous Grouting and Tail grease system.

4.After TBM advancement 2.0, Assembling -5 ring and installation of 1st  Group of Splayed wheel by 1#lorry

5.After the 80 rings of tunneling were finished, the locomotive will be double marshaled, the Y-Switch and double track will be installed in the connecting area between launching shaft and tunnel.

6.The temporary rings will be removed.

7.Grout will be transported by locomotive in the tunnel and finally stored in the Primary Grout tank in TBM.

Malfunction of TBM

Tunnel Boring Machine (TBM) tunneling projects are frequently hit with delays which can cause adverse effects, extending schedules and incurring additional costs.There are four reasons that play instrumental behind the Malfunction of TBM Advancing.

Hydraulic  Malfunction

Hydraulic  Malfunction

Electric Malfunction.

Others Malfunction.

Tunnel Lining: 

There are 23 Points in Total and 8 positions can be chosen for the key position of the next ring: 

Hyperbaric Intervention of Cutter Head Replacement

During Shield Tunneling, a CHI has been carried out due to Cutter Head Torque being reduced from 3500 KN.m to 5000 KN.m. The Diver removed and Replaced of 3 Peripheral Scrapers on the right side of #1 Spoke, the left side of 3# spoke and the right side of #4 spoke. As a result, the Thrust force of the Shield Machine has gradually increased from 6000T to 13000T. 

To sum up, shield tunneling construction depends on groundwater conditions, the length and diameter of the tunnel drive, depth of the tunnel and appropriate risk management. I do believe that we ought to remain in touch with sophisticated techniques to build a tunnel by air-cushioned slurry balanced Shield machine and it will foster and robust our life and usher in a new era of our regime as well.

[raladopiercer]

Você quer atualizar a sua Perfuração para uma joia como está? 💎 Disponível para Atualização! 💎 Segment Clicker todo Titânio e Dupla fileira de Cristais, com a qualidade @trinity.jewels_ que você já conhece e confia.. Essa jóia é ideal para perfurações no Helix e tbm pode ser utilizada no Conch, Septo e Aba Nasal, respeitando a anatomia, após uma avaliação.. Venha fazer uma avaliação de sua Perfuração e receba orientações sobre o melhor modelo de jóia para a sua anatomia, ou podemos encomendar algo especial pra você. Também podemos planejar juntos um novo projeto pra usar alguma jóia como está, no futuro. 🚨⚠️ NÃO APLICO ESSA JOIA EM PERFURAÇÕES DURANTE A CICATRIZAÇÃO. NÃO INSISTA! ⚠️🚨 Estou atendendo bem no centro de Timbó/SC, no e Perfurando Barreiras Arte Corporal. Av. Getúlio Vargas, 350 - Primeiro andar, sala 16. @independentssuspensions @perfurandobarreiras @piercerfreelancer #piercingseviagens #perfurandobarreiras #raladopiercer #trinity #titanium #titaniumjewelry #safepiercing #timbo #indaial #blumenau #riodosul #riodoscedros #pomerode #rodeio #ascurra #beneditonovo #joinville #balneariocamboriu #florianopolis #chapeco #valeeuropeu #valeeuropeucatarinense #valedoitajai #peroladovale #capitaldocicloturismo (em Perfurando Barreiras Arte Corporal) https://www.instagram.com/p/CmZSwGPsPe1/?igshid=NGJjMDIxMWI=