CN113006160A - Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt - Google Patents

Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt Download PDF

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Publication number
CN113006160A
CN113006160A CN202110277031.1A CN202110277031A CN113006160A CN 113006160 A CN113006160 A CN 113006160A CN 202110277031 A CN202110277031 A CN 202110277031A CN 113006160 A CN113006160 A CN 113006160A
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CN
China
Prior art keywords
expansion
section
rubber ring
pipe
connector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110277031.1A
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Chinese (zh)
Inventor
庾光忠
罗勇欢
周函宇
陈国平
姜良广
彭华文
宁响亮
周娟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhuzhou Times New Material Technology Co Ltd
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Zhuzhou Times New Material Technology Co Ltd
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Filing date
Publication date
Application filed by Zhuzhou Times New Material Technology Co Ltd filed Critical Zhuzhou Times New Material Technology Co Ltd
Priority to CN202110277031.1A priority Critical patent/CN113006160A/en
Publication of CN113006160A publication Critical patent/CN113006160A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0001Rubbers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/10Miscellaneous comprising sensor means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Abstract

The invention discloses an embedding expansion-pressure water stop method of a pipe section joint part and an embedding expansion-pressure water stop belt. The advantages are that: 1. compared with the internally-adhered rubber water stop, the water stop designed by the invention has the advantages that the manufacture and installation of an embedded part and a special pressing plate iron part are omitted, so that the manufacture and installation cost is greatly saved, and the construction period can be obviously shortened; 2. the water stop designed by the invention adopts an assembly type structure, thereby being beneficial to the initial installation and the later disassembly and replacement.

Description

Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt
Technical Field
The invention relates to a water stop, in particular to an embedding expansion pressure water stop method of a pipe section joint part and an embedding expansion pressure water stop, and belongs to the technical field of leakage prevention of underwater engineering.
Background
The rubber waterstop is arranged in a construction joint and a deformation joint when being applied to concrete cast-in-place and integrated with a concrete structure, and generates elastic deformation under various loads by utilizing the characteristics of high elasticity and compression deformation of rubber, thereby playing the roles of effectively fastening and sealing, preventing water leakage and water seepage of a building structure and damping and buffering, and being widely applied to building structures such as underground facilities, tunnel pipe galleries and the like.
Because the deformation joint (expansion joint) needs anti-displacement change in the building facility use, including horizontal shrink, vertical shearing or multi-angle three-dimensional deformation, this is exactly that the requirement rubber waterstop possesses the deformability of multidimension degree, just can remain throughout sealed with the concrete structure of deformation joint. The existing rubber water stop can generally realize better transverse contraction, when the existing rubber water stop changes due to multi-angle displacement, leakage points are easily formed at the side contact positions of other deformation joints, the rubber water stop is caused to lose sealing efficacy, and invisible damage is caused to a building structure.
Because the currently used internally-adhered rubber water stop is approximately an OMEGA (OMEGA) water stop, the water stop can adapt to larger three-way displacement and has better sealing performance for complex deformation of structures such as tunnels and the like; however, when the type of water stop belt is adopted, a mounting piece needs to be pre-embedded in advance for mounting the OMEGA water stop belt, and meanwhile, the upper part of the later-stage water stop belt needs to be mounted and fixed by iron pieces such as a special pressing plate and the like in the mounting process; therefore, the rubber water stop belt not only needs to ensure the pre-embedding quality of the embedded part, but also needs to be additionally provided with a pressing plate iron part and the like, and the construction period and the cost are not favorable for the development of projects. Some projects are sealed and stopped by adopting the traditional internally-adhered rubber waterstop, although the installation and fixation are not as complicated as the OMEGA waterstop structure type, the conventional internally-adhered rubber waterstop does not have the conditions of repeated utilization or replacement and the like, and is not beneficial to the modern construction process.
Under the condition, the assembled intelligent rubber water stop belt can improve the safety of sealing and water stopping, does not need special installation and fixing parts, and can meet the requirements of uneven settlement and shearing of a tunnel.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the construction such as tunnel or piping lane is with interior formula rubber waterstop needs to set up built-in fitting and special clamp plate ironware and carries out the installation location of product and then lead to the problem of the cost height and the cycle length of preparation, installation at present.
Aiming at the problems, the technical scheme provided by the invention is as follows:
the utility model provides an embedding swell-pressure stagnant water method of tube section joint portion, it can connect the connector at preceding front-end section rear end and rear-end section front end behind to design one kind at the gap of tube section joint portion, set up the inflation piece that can expand respectively at the front end of connector and rear end, correspondingly, set up the groove of holding to expand respectively at front-end section rear end and rear-end section front end, after inserting the inflation piece of the front end of connector and rear end respectively the groove of holding to expand of front-end section rear end and the groove of holding to expand of rear-end section front end, make the inflation piece expand and compress tightly the groove of holding to prevent outside water from getting into the pipeline section from the joint portion in.
Further, the expansion piece is an expansion rubber ring which is made of water-swelling rubber and circumferentially closed along a joint gap of the pipe sections.
Further, the embedding expansion pressure water stopping method of the pipe section joint part is to arrange a transition rubber ring closed along the expansion rubber ring between the expansion rubber ring and the connecting body, so that the thickness of the transition rubber ring is larger than or equal to that of the expansion rubber ring.
Furthermore, expansion slots are formed in the rear end of the front section of pipe and the front end of the rear section of pipe, transition slots for accommodating transition rubber rings are formed in the rear end of the front section of pipe and the front end of the rear section of pipe, expansion slots are formed in the bottoms of the transition slots, and the expansion slots are expanded in a boring and milling mode, so that the width of each expansion slot is larger than that of each transition slot.
Further, in the method for sealing water by embedding and expanding the pipe section joint, the connecting body is set to be compressed and stretched by the rear end of the front pipe section and the front end of the rear pipe section, namely, the connecting body is made of rubber, and the connecting body is set to be a hollow shell.
The utility model provides an embedding swell-pressure formula waterstop of pipe section joint portion, includes elastic connector and inflation spare, the connector is closed along gap circumference between the gap of pipe section joint portion, the inflation spare set up at the front end of connector and rear end and respectively with the connector between keep sealed, the inflation spare can imbed in the appearance expansion groove that front segment rear end and rear segment front end set up and will hold the expansion inslot wall through the inflation tight seal.
Furthermore, the connecting body comprises a front body, a rear body and a corrugated connecting sheet, wherein the front body, the rear body and the corrugated connecting sheet are all made of rubber, the front body and the rear body are connected with the corrugated connecting sheet on two sides of the corrugated connecting sheet, and a contraction and expansion groove which is opened towards the periphery is formed between the front body and the rear body, so that the section of the connecting body is Jiong-shaped. .
Further, the expansion piece is an expansion rubber ring which is made of water-swelling rubber and closed along the circumferential direction of the connecting body.
Further, the expansion rubber ring is positioned between the connecting body and the expansion rubber ring and is circumferentially closed along the connecting body and the expansion rubber ring; at the front end of the connector, the transition rubber ring is respectively and fixedly connected with the front edge body at the back and the expansion rubber ring at the front; at the rear end of the connector, the transition rubber ring is respectively and fixedly connected with the front rear edge body and the rear expansion rubber ring.
Furthermore, the front edge body and the rear edge body of the connecting body are connected with the corrugated connecting sheet in a sealing way at two sides of the corrugated connecting sheet through bolts which can be assembled and disassembled.
Has the advantages that:
1. compared with the internally-adhered rubber water stop, the water stop designed by the invention has the advantages that the manufacture and installation of an embedded part and a special pressing plate iron part are omitted, so that the manufacture and installation cost is greatly saved, and the construction period can be obviously shortened;
2. the water stop designed by the invention adopts an assembly type structure, thereby being beneficial to the initial installation and the later disassembly and replacement.
3. Through installing displacement sensor, water response sensor and tensile stress sensor additional, can realize realizing the control to waterstop environmental change to help engineering maintainer in time to discover the problem and decide what kind of countermeasure takes.
Drawings
Fig. 1 is a schematic perspective view of the water stop, showing that the expansion rubber ring and the transition rubber ring connected with the expansion rubber ring are arranged in two layers;
FIG. 2 is a partial schematic view of FIG. 1;
FIG. 3 is a partial schematic view of FIG. 1;
FIG. 4 is a perspective view of the front end of the rear section;
FIG. 5 is a schematic view of a joint between two sections of pipe sections;
FIG. 6 is a schematic cross-sectional view of the waterstop;
FIG. 7 is a cross-sectional view of the joint of the front and rear pipe sections.
In the figure: 1. a linker; 101. a front body; 102. a rear body; 103. a corrugated connecting sheet; 1031. a corrugated groove; 104. a contraction and expansion groove; 2. expanding the rubber ring; 3. a transition rubber ring; 4. the rear end of the front pipe section; 5. the front end of the rear section pipe section; 6. an expansion slot; 7. a transition groove; 8. a bolt; 9. a water sensitive sensor; 100. a water stop.
Detailed Description
The invention is further described with reference to the following examples and figures:
as shown in fig. 1, 4, 5, 6 and 7, an embedding expansion pressure water stopping method of a pipe section joint part is designed to be a connecting body 1 which can be connected with the rear end 4 of a front pipe section and the front end 5 of a rear pipe section at the front and the rear ends of the connecting body 1 at the gap of the pipe section joint part, expanding pieces which can expand are respectively arranged at the front end and the rear end of the connecting body 1, correspondingly, expansion grooves 6 are respectively arranged at the rear end 4 of the front pipe section and the front end 5 of the rear pipe section, after the expanding pieces at the front end and the rear end of the connecting body 1 are respectively inserted into the expansion grooves 6 at the rear end 4 of the front pipe section and the expansion grooves 6 at the front end 5 of the rear pipe section, the expanding pieces are expanded and press the expansion grooves 6, thereby preventing external water from entering the pipe section from the joint part. By using the method, the water stopping structure can be very simple, and compared with the method for stopping water by using the internally-attached rubber water stop belt 100, the method saves the manufacture and installation of an embedded part and a special pressing plate iron part, not only can save a large amount of manufacture and installation costs, but also can obviously shorten the construction period;
the expansion piece is an expansion rubber ring 2 which is made of water-swelling rubber and is closed along the circumferential direction of a joint gap of the pipe sections.
As shown in fig. 4 to 7, a transition rubber ring 3 closed along the expansion rubber ring 2 is provided between the expansion rubber ring 2 and the connecting body 1, so that the thickness of the transition rubber ring 3 is greater than or equal to the thickness of the expansion rubber ring 2. Thus, the expansion rubber ring 2 can be smoothly inserted into the expansion groove 6. The expansion rubber ring 2 and the transition rubber ring 3 are hermetically connected, and the transition rubber ring 3 and the connector 1 are hermetically connected.
The rear end 4 of the front section pipe section and the front end 5 of the rear section pipe section are provided with expansion-accommodating grooves 6, the rear end 4 of the front section pipe section and the front end 5 of the rear section pipe section are firstly provided with transition grooves 7 for accommodating the transition rubber rings 3, then the bottom of the transition grooves 7 is provided with the expansion-accommodating grooves 6, and the expansion-accommodating grooves 6 are expanded in a boring and milling mode, so that the width of the expansion-accommodating grooves 6 is larger than that of the transition grooves 7. Thus, after the expansion rubber ring 2 expands in the expansion groove 6, the expansion rubber ring 2 can not be pulled out, and the joint between the front pipe section and the rear pipe section can always keep a water stop state.
The method is that the connector 1 is arranged to be compressed and stretched by the rear end 4 of the front pipe section and the front end 5 of the rear pipe section, namely the connector 1 is made of rubber, and the connector 1 is arranged to be a hollow shell. Therefore, the water stopping structure can better cope with the width change of the gap of the joint of the front pipe section and the rear pipe section.
The utility model provides an embedding swell-pressure formula waterstop 100 of pipe section joint portion, includes elastic connector 1 and inflation spare, connector 1 is closed along gap circumference between the gap of pipe section joint portion, the inflation spare sets up at connector 1's front end and rear end and respectively with connector 1 between keep sealed, the inflation spare can imbed in the appearance expansion groove 6 that front segment rear end 4 and rear segment front end 5 set up and through the inflation with 6 inner walls of appearance expansion groove tight seal to prevent outside water from getting into the pipeline section from the joint portion. Through the arrangement, the water stop belt 100 is simple in structure and convenient to install, and compared with the internally-adhered rubber water stop belt 100, the manufacturing and installation of the embedded part and the special pressing plate iron part are omitted, so that a large amount of manufacturing and installation cost is saved, and the construction period can be obviously shortened.
As shown in fig. 1 to 5, the connecting body 1 includes a front body 101, a rear body 102 and a corrugated connecting piece 103, the front body 101, the rear body 102 and the corrugated connecting piece 103 are all made of rubber, the front body 101 and the rear body 102 are connected with the corrugated connecting piece 103 at two sides of the corrugated connecting piece 103, and a contracting and expanding groove 104 which is open to the outer periphery is formed between the front body 101 and the rear body 102, so that the cross section of the connecting body 1 is Jiong-shaped. With this arrangement, a greater compression and stretching effect can be obtained.
The expansion piece is an expansion rubber ring 2 which is made of water-swelling rubber and closed along the circumferential direction of the connector 1.
The expansion rubber ring is characterized by also comprising a transition rubber ring 3 which is positioned between the connector 1 and the expansion rubber ring 2 and is circumferentially closed along the connector 1 and the expansion rubber ring 2; at the front end of the connector 1, the transition rubber ring 3 is respectively fixedly connected with the front edge body 101 at the back and the expansion rubber ring 2 at the front; at the rear end of the connecting body 1, the transition rubber ring 3 is fixedly connected with the front rear body 102 and the rear expansion rubber ring 2 respectively. Thus, the expansion slots 6 are arranged at the rear end 4 of the front section of pipe and the front end 5 of the rear section of pipe, the transition slot 7 for accommodating the transition rubber ring 3 is arranged at first, the expansion slots 6 are arranged at the bottom of the transition slot 7, and the expansion slots 6 are expanded in a boring and milling mode, so that the width of the expansion slots 6 is larger than that of the transition slot 7. Thus, after the expansion rubber ring 2 expands in the expansion groove 6, the expansion rubber ring 2 can not be pulled out, and the joint between the front pipe section and the rear pipe section can always keep a water stop state. Here, the transition rubber ring 3 is arranged to provide a transition groove 7 with a certain depth, the transition groove 7 is arranged to set the expansion groove 6 to a position a little bit far from the end of the pipe section, and the width of the expansion groove 6 is larger than that of the transition groove 7, so that the expansion groove 6 and the transition groove 7 can form a locking structure, and the expanded expansion rubber ring 2 is prevented from being pulled out easily.
The transition rubber ring 3 and the expansion rubber ring 2 connected with the transition rubber ring can be arranged in multiple layers at two ends of the connector 1, and two layers are preferably arranged.
As shown in fig. 2, 3 and 6, the front and rear bodies 101 and 102 of the connecting body 1 are connected with the corrugated connecting piece 103 at both sides of the corrugated connecting piece 103 by bolts 8 which can be attached and detached. The advantages of such an arrangement are: when the device is installed, the front edge body 101 and the rear edge body 102, as well as the transition rubber ring 3 and the expansion rubber ring 2 which are respectively connected with the front edge body and the rear edge body, are respectively installed at the rear end 4 of the front section of pipe and the front end 5 of the rear section of pipe, and the corrugated connecting sheet 103 is installed after the positions of the front section of pipe and the rear section of pipe are determined; when the corrugated connecting sheet 103 is damaged and needs to be replaced, the corrugated connecting sheet is also very easy to assemble and disassemble.
A displacement sensor, a water induction sensor 9 and a tensile stress sensor are additionally arranged at proper positions on the water stop 100, and signal lines of the sensors are connected with monitoring equipment. In this way, real-time monitoring of the environmental changes of the water stop 100 can be realized to help engineering maintenance personnel to find problems and decide which countermeasures to take in time.
The water induction sensor 9 is positioned at the bottom of the corrugated groove 1031 of the corrugated connecting sheet 103 of the tunnel bottom water stop 100.
The above-described embodiments are intended to illustrate the invention more clearly and should not be construed as limiting the scope of the invention covered thereby, any modification of the equivalent should be considered as falling within the scope of the invention covered thereby.

Claims (10)

1. The utility model provides an embedding swell-pressure stagnant water method of pipe section joint portion which characterized in that: the pipe joint comprises a connector (1) which can be connected with the rear end (4) of a front section pipe and the front end (5) of a rear section pipe in front of the connector (1) in a gap of a pipe joint, expandable expansion pieces are arranged at the front end and the rear end of the connector (1), expansion grooves (6) are correspondingly formed in the rear end (4) of the front section pipe and the front end (5) of the rear section pipe respectively, and the expansion pieces at the front end and the rear end of the connector (1) are respectively inserted into the expansion grooves (6) at the rear end (4) of the front section pipe and the expansion grooves (6) at the front end (5) of the rear section pipe, so that the expansion pieces expand and press the expansion grooves (6), and external water is prevented from entering the pipe joint.
2. The pipe section joining portion embedding expansion water stop method according to claim 1, characterized in that: the expansion piece is an expansion rubber ring (2) which is made of water-swelling rubber and circumferentially closed along a joint gap of the pipe sections.
3. The pipe section joining portion embedding expansion water stop method according to claim 2, characterized in that: expansion rubber ring (2)
A transition rubber ring (3) closed along the expansion rubber ring (2) is arranged between the connection body (1) and the connection body, so that the thickness of the transition rubber ring (3) is more than or equal to that of the expansion rubber ring (2).
4. The pipe section joining portion embedding expansion water stop method according to claim 3, characterized in that: the rear end (4) of the front section pipe section and the front end (5) of the rear section pipe section are provided with expansion-containing grooves (6), transition grooves (7) for containing the transition rubber rings (3) are firstly formed in the rear end (4) of the front section pipe section and the front end (5) of the rear section pipe section, the expansion-containing grooves (6) are formed in the bottoms of the transition grooves (7), and the expansion-containing grooves (6) are expanded in a boring and milling mode, so that the width of the expansion-containing grooves (6) is larger than that of the transition grooves (7).
5. The pipe section joining section embedding expansion water stop method according to any one of claims 1 to 4, characterized in that: the connecting body (1) is set to be compressed and stretched by the rear end (4) of a front section and the front end (5) of a rear section, namely the connecting body (1) is made of rubber, and the connecting body (1) is set to be a hollow shell.
6. The utility model provides an embedding swell-pressure formula waterstop of pipe section joint portion which characterized in that: including elastic connector (1) and inflation piece, connector (1) is closed along gap circumference between the gap of pipeline section joint portion, inflation piece setting the front end and the rear end of connector (1) and respectively with connector (1) between keep sealed, the inflation piece can imbed in the expansion groove (6) that front segment pipeline section rear end (4) and rear segment pipeline section front end (5) set up and will hold expansion groove (6) inner wall expansion through the inflation and seal.
7. The embedded expanding water stop of the pipe section joint according to claim 6, wherein: the connecting body (1) comprises a front body (101), a rear body (102) and a corrugated connecting sheet (103), wherein the front body (101), the rear body (102) and the corrugated connecting sheet (103) are all made of rubber, the front body (101) and the rear body (102) are connected with the corrugated connecting sheet (103) at two sides of the corrugated connecting sheet (103), and a contraction and expansion groove (104) which is opened towards the periphery is formed between the front body (101) and the rear body (102) to enable the section of the connecting body (1) to be Jiong-shaped.
8. The embedded expanding water stop of the pipe section joint according to claim 7, wherein: the expansion piece is an expansion rubber ring (2) which is made of water-swelling rubber and is closed along the circumferential direction of the connector (1).
9. The water stop of claim 8, wherein: the rubber ring connector also comprises a transition rubber ring (3) which is positioned between the connector (1) and the expansion rubber ring (2) and is closed along the circumferential direction of the connector (1) and the expansion rubber ring (2); at the front end of the connector (1), the transition rubber ring (3) is respectively fixedly connected with the front edge body (101) at the back and the expansion rubber ring (2) at the front; at the rear end of the connector (1), the transition rubber ring (3) is respectively fixedly connected with the front rear edge body (102) and the rear expansion rubber ring (2).
10. The embedded expanding water stop of the pipe section joint according to claim 9, wherein: the front edge body (101) and the rear edge body (102) of the connecting body (1) pass through bolts (8) which can be assembled and disassembled on two sides of the corrugated connecting sheet (103)
Is connected with the corrugated connecting sheet (103) in a sealing way.
CN202110277031.1A 2021-03-15 2021-03-15 Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt Pending CN113006160A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110277031.1A CN113006160A (en) 2021-03-15 2021-03-15 Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110277031.1A CN113006160A (en) 2021-03-15 2021-03-15 Embedded bulging water stopping method for pipe section joint and embedded bulging water stopping belt

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Publication Number Publication Date
CN113006160A true CN113006160A (en) 2021-06-22

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61196025A (en) * 1985-02-25 1986-08-30 Oyo Chishitsu Kk Lining method for cut off of structure buried in ground
JP2000001919A (en) * 1998-06-15 2000-01-07 Shin Etsu Polymer Co Ltd Wall type building
CN201713951U (en) * 2010-07-21 2011-01-19 河北瑞达工程橡塑有限公司 Sealing device of concrete expansion joint
CN106948502A (en) * 2017-05-20 2017-07-14 谢孟 A kind of water-proof top cover and its construction method
EP3428357A1 (en) * 2017-07-11 2019-01-16 DEFLEX-FUGENSYSTEME GmbH Expansion joint tape and compression tape arrangement for permanent reliable joint sealing

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61196025A (en) * 1985-02-25 1986-08-30 Oyo Chishitsu Kk Lining method for cut off of structure buried in ground
JP2000001919A (en) * 1998-06-15 2000-01-07 Shin Etsu Polymer Co Ltd Wall type building
CN201713951U (en) * 2010-07-21 2011-01-19 河北瑞达工程橡塑有限公司 Sealing device of concrete expansion joint
CN106948502A (en) * 2017-05-20 2017-07-14 谢孟 A kind of water-proof top cover and its construction method
EP3428357A1 (en) * 2017-07-11 2019-01-16 DEFLEX-FUGENSYSTEME GmbH Expansion joint tape and compression tape arrangement for permanent reliable joint sealing

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Application publication date: 20210622

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