CN107514017A - Leakage preventing mechanism in a kind of basement connected entrance deformation - Google Patents

Leakage preventing mechanism in a kind of basement connected entrance deformation Download PDF

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Publication number
CN107514017A
CN107514017A CN201610451318.0A CN201610451318A CN107514017A CN 107514017 A CN107514017 A CN 107514017A CN 201610451318 A CN201610451318 A CN 201610451318A CN 107514017 A CN107514017 A CN 107514017A
Authority
CN
China
Prior art keywords
casting
pressure slip
back side
injected hole
oiliness
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
CN201610451318.0A
Other languages
Chinese (zh)
Inventor
郭忠怀
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.)
NANJING KUNJIA WATERPROOF ANTICORROSIVE HEAT PRESERVATION ENGINEERING Co Ltd
Original Assignee
NANJING KUNJIA WATERPROOF ANTICORROSIVE HEAT PRESERVATION ENGINEERING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by NANJING KUNJIA WATERPROOF ANTICORROSIVE HEAT PRESERVATION ENGINEERING Co Ltd filed Critical NANJING KUNJIA WATERPROOF ANTICORROSIVE HEAT PRESERVATION ENGINEERING Co Ltd
Priority to CN201610451318.0A priority Critical patent/CN107514017A/en
Publication of CN107514017A publication Critical patent/CN107514017A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective 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
    • E02D31/04—Watertight packings for use under hydraulic pressure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0001—Rubbers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics
    • E02D2300/0014—PU
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0098—Bitumen

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Sealing Material Composition (AREA)
  • Road Paving Structures (AREA)

Abstract

Leakage preventing mechanism in a kind of basement connected entrance deformation, its primary structure include：Back side (1), water-proof concrete (2), the uncured rubber of high-pressure slip-casting (grout material) (3), high-pressure slip-casting polyurethane (oiliness) (4), in bury rubber fastening band (5), uncured rubber asphalt film (6), water expandable waterstop (7), leaching emulsified asphalt flax silk (8), injected hole (9) etc.；An injected hole (9) is made a call on back side (1), the face injection uncured rubber of high-pressure slip-casting (grout material) (3) into groove；In another part of back side (1), an injected hole (9) is made a call to again, toward groove middle-high pressure grouting polyurethane (oiliness) (4), high-pressure slip-casting polyurethane (oiliness) (4) is set to bury rubber fastening band (5) in being no more than；Uncured rubber asphalt film (6) is smeared in bottom land, pitch film is covered with water expandable waterstop (7)；Finally gap is filled and led up with leaching emulsified asphalt flax silk (8).

Description

Leakage preventing mechanism in a kind of basement connected entrance deformation
Technical field
The present invention relates to leakage preventing mechanism, especially sandwich construction in a kind of deformation of basement connected entrance, and containing the poly- ammonia that foams The waterproof construction of ester gum band.Belong to building waterproofing technique field.
Background technology
The seepage of building basement connection movement joint is common common quality defect, is known as " ten seam nine leakage " and says how to prevent Only seepage is an important topic.Present basement connected entrance deformation leakage preventing mechanism has a variety of waterproofing and leakage-stopping measures, such as Shen Please (patent) number：CN201220336326.8 waterproof constructions, there is poor in timeliness, profile is unsightly, general with new material And application, it has been not suitable with the requirement of existing building waterproof.
The content of the invention
Leakage preventing mechanism in a kind of basement connected entrance deformation, its primary structure include：Back side (1), water-proof concrete (2), the uncured rubber of high-pressure slip-casting (grout material) (3), high-pressure slip-casting polyurethane (oiliness) (4), in bury rubber fastening band (5), Uncured rubber asphalt film (6), water expandable waterstop (7), leaching emulsified asphalt flax silk (8), injected hole (9) etc.；In backwater An injected hole (9) is made a call on face (1), the face injection uncured rubber of high-pressure slip-casting (grout material) (3) into groove；In back side (1) Another part, then make a call to an injected hole (9), toward groove middle-high pressure grouting polyurethane (oiliness) (4), make the poly- ammonia of high-pressure slip-casting Ester (oiliness) (4) buries rubber fastening band (5) in being no more than；Uncured rubber asphalt film (6) is smeared in bottom land, uses water-swellable Sealing rod (7) covers pitch film；Finally gap is filled and led up with leaching emulsified asphalt flax silk (8).
Brief description of the drawings
Fig. 1 is that the basement connected entrance of the present invention deforms the profile of leakage preventing mechanism
Embodiment
Leakage preventing mechanism in a kind of basement connected entrance deformation, its primary structure include：Back side (1), water-proof concrete (2), the uncured rubber of high-pressure slip-casting (grout material) (3), high-pressure slip-casting polyurethane (oiliness) (4), in bury rubber fastening band (5), Uncured rubber asphalt film (6), water expandable waterstop (7), leaching emulsified asphalt flax silk (8), injected hole (9) etc.；In backwater An injected hole (9) is made a call on face (1), the face injection uncured rubber of high-pressure slip-casting (grout material) (3) into groove；In back side (1) Another part, then make a call to an injected hole (9), toward groove middle-high pressure grouting polyurethane (oiliness) (4), make the poly- ammonia of high-pressure slip-casting Ester (oiliness) (4) buries rubber fastening band (5) in being no more than；Uncured rubber asphalt film (6) is smeared in bottom land, uses water-swellable Sealing rod (7) covers pitch film；Finally gap is filled and led up with leaching emulsified asphalt flax silk (8).

Claims (1)

1. leakage preventing mechanism in a kind of basement connected entrance deformation, its primary structure include：Back side (1), water-proof concrete (2), The uncured rubber of high-pressure slip-casting (grout material) (3), high-pressure slip-casting polyurethane (oiliness) (4), in bury rubber fastening band (5), non-solid Change rubber asphalt film (6), water expandable waterstop (7), leaching emulsified asphalt flax silk (8), injected hole (9) etc.；In back side (1) It is upper to make a call to an injected hole (9), the face injection uncured rubber of high-pressure slip-casting (grout material) (3) into groove；In back side (1) in addition One part, then an injected hole (9) is made a call to, toward groove middle-high pressure grouting polyurethane (oiliness) (4), make high-pressure slip-casting polyurethane (oil Property) (4) bury rubber fastening band (5) in being no more than；Uncured rubber asphalt film (6) is smeared in bottom land, with water-swellable sealing Bar (7) covers pitch film；Finally gap is filled and led up with leaching emulsified asphalt flax silk (8).
CN201610451318.0A 2016-06-16 2016-06-16 Leakage preventing mechanism in a kind of basement connected entrance deformation Pending CN107514017A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610451318.0A CN107514017A (en) 2016-06-16 2016-06-16 Leakage preventing mechanism in a kind of basement connected entrance deformation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610451318.0A CN107514017A (en) 2016-06-16 2016-06-16 Leakage preventing mechanism in a kind of basement connected entrance deformation

Publications (1)

Publication Number Publication Date
CN107514017A true CN107514017A (en) 2017-12-26

Family

ID=60720184

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610451318.0A Pending CN107514017A (en) 2016-06-16 2016-06-16 Leakage preventing mechanism in a kind of basement connected entrance deformation

Country Status (1)

Country Link
CN (1) CN107514017A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316241A (en) * 2018-04-13 2018-07-24 上海公路桥梁（集团）有限公司 Blocking method is stitched in waterwall concrete wall structure and its serious leakage water crack

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202658626U (en) * 2012-07-12 2013-01-09 振华集团（昆山）建设工程有限公司 Basement communicating port deformation joint waterproof plugging structure
CN203559439U (en) * 2013-11-14 2014-04-23 中厦建设集团有限公司 Underground engineering waterproof leaking stoppage structure
CN203960915U (en) * 2014-07-22 2014-11-26 上海家树建筑工程有限公司 Basement connected entrance Anti-seepage mechanism
CN204266252U (en) * 2014-04-10 2015-04-15 南京坤佳防水防腐保温工程有限公司 A kind of basement connected entrance is out of shape outside leakage preventing mechanism
CN104878783A (en) * 2015-05-22 2015-09-02 中国十七冶集团有限公司 Super-long basement concrete base plate deformation joint leakage prevention and leakage treatment method
CN105220713A (en) * 2015-10-27 2016-01-06 中国建筑第八工程局有限公司 The waterproof construction of outer wall of basement settlement joint
CN105442862A (en) * 2015-11-19 2016-03-30 江苏鼎达建筑新技术有限公司 Method for leakage water plugging, strengthening and repairing against concrete crack

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202658626U (en) * 2012-07-12 2013-01-09 振华集团（昆山）建设工程有限公司 Basement communicating port deformation joint waterproof plugging structure
CN203559439U (en) * 2013-11-14 2014-04-23 中厦建设集团有限公司 Underground engineering waterproof leaking stoppage structure
CN204266252U (en) * 2014-04-10 2015-04-15 南京坤佳防水防腐保温工程有限公司 A kind of basement connected entrance is out of shape outside leakage preventing mechanism
CN203960915U (en) * 2014-07-22 2014-11-26 上海家树建筑工程有限公司 Basement connected entrance Anti-seepage mechanism
CN104878783A (en) * 2015-05-22 2015-09-02 中国十七冶集团有限公司 Super-long basement concrete base plate deformation joint leakage prevention and leakage treatment method
CN105220713A (en) * 2015-10-27 2016-01-06 中国建筑第八工程局有限公司 The waterproof construction of outer wall of basement settlement joint
CN105442862A (en) * 2015-11-19 2016-03-30 江苏鼎达建筑新技术有限公司 Method for leakage water plugging, strengthening and repairing against concrete crack

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
陈森森: "化学灌浆在交通隧道堵漏施工中抗震动扰动的运用", 《复杂地基化学灌浆技术 第14次全国化学灌浆学术交流会论文集》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316241A (en) * 2018-04-13 2018-07-24 上海公路桥梁（集团）有限公司 Blocking method is stitched in waterwall concrete wall structure and its serious leakage water crack
CN108316241B (en) * 2018-04-13 2023-08-04 上海公路桥梁（集团）有限公司 Water retaining wall concrete wall structure and severe leakage crack plugging method thereof

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Addressee: Guo Zhonghuai

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RJ01 Rejection of invention patent application after publication

Application publication date: 20171226

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