CN104563163A - Induced crack used for basement outer wall - Google Patents

Induced crack used for basement outer wall Download PDF

Info

Publication number
CN104563163A
CN104563163A CN201410774465.2A CN201410774465A CN104563163A CN 104563163 A CN104563163 A CN 104563163A CN 201410774465 A CN201410774465 A CN 201410774465A CN 104563163 A CN104563163 A CN 104563163A
Authority
CN
China
Prior art keywords
wall
induced crack
joint
crack
attractive
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
CN201410774465.2A
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Chinese (zh)
Inventor
梁枫
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.)
Chengdu LVDI Technology Co Ltd
Original Assignee
Chengdu LVDI Technology 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 Chengdu LVDI Technology Co Ltd filed Critical Chengdu LVDI Technology Co Ltd
Priority to CN201410774465.2A priority Critical patent/CN104563163A/en
Publication of CN104563163A publication Critical patent/CN104563163A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • 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
    • E02D31/06—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 corrosion by soil or water

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (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)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses an induced crack used for a basement outer wall. The induced crack comprises an induced crack body, wherein a waterproof layer is arranged on the side surface of the induced crack body; a reinforcing layer is arranged on the side surface of the waterproof layer; a crack filling plate is arranged in the induced crack body and is internally provided with a steel shearing pin; the steel shearing pin is connected with the inner wall of the induced crack body; the induced crack further comprises a water stopping belt, a steel bar and a structure beam; the water stopping belt and the steel bar penetrate through the crack filling plate; the structure beam is connected with the inner wall of the induced crack body. The induced crack used for the basement outer wall has good connection structure performance, has waterproof and water-stopping functions, strong corrosion resistance and good anti-cracking effect, and can effectively prevent the outer wall from being damaged.

Description

For the attractive joint of outer wall of basement
Technical field
The present invention relates to a kind of attractive joint, particularly a kind of attractive joint for outer wall of basement.
Background technology
Along with social development progress and technological progress, large quantities of high level has been emerged in large numbers in each metropolis, the whole nation, super highrise building and large public building, and along with urban land resource limited, for meeting parking space, the demand of civil air defense constructions and installations and traffic, underground building floor space is increasing, the degree of depth is also more and more darker, underground building exterior wall is also more and more longer, in the structure of basement overlength, usually there is crack in steel concrete outer wall, although all use cement expansive material to be mixed with the controlling measurement out-wall crack such as expansive concrete and ater-casting in current most of engineering, but better cannot suppress the situation of outer wall cracking and seepage, cause post compensation crack cost higher.
Summary of the invention
Object of the present invention is just to provide a kind of attractive joint for outer wall of basement, can solve the problem completely.
To achieve these goals, the technical solution used in the present invention is such: the attractive joint for outer wall of basement of the present invention, comprise attractive joint, attractive joint side is provided with waterproofing course, and waterproofing course side is provided with enhancement Layer, joint filling board is provided with in attractive joint, be provided with steel in joint filling board to cut off, steel cuts off and is connected with attractive joint inwall, also comprises waterstop, reinforcing bar and structural beams, waterstop and reinforcing bar are arranged through joint filling board, and structural beams is connected with attractive joint inwall.
As preferably, described enhancement Layer is made up of niobium tantalum alloy material.
As preferably, described structural beams is two, and is symmetrical set.
Compared with prior art, the invention has the advantages that: this attractive joint syndeton being used for outer wall of basement is functional, and has the function of waterproof sealing, and decay resistance is strong, effect of prestressed is good, can effectively avoid exterior wall impaired.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
See Fig. 1, attractive joint for outer wall of basement of the present invention, comprise attractive joint 1, attractive joint 1 side is provided with waterproofing course 2, waterproofing course 2 side is provided with enhancement Layer 3, joint filling board 4 is provided with in attractive joint 1, be provided with steel in joint filling board 4 and cut off 5, steel cuts off 5 and is connected with attractive joint 1 inwall, also comprises waterstop 6, reinforcing bar 7 and structural beams 8, and waterstop 6 and reinforcing bar 7 are arranged through joint filling board 4, structural beams 8 is connected with attractive joint 1 inwall, described enhancement Layer 3 is made up of niobium tantalum alloy material, and described structural beams 8 is two, and is symmetrical set.
Attractive joint 1 side is provided with waterproofing course 2, better can carry out waterproof; Waterproofing course 2 side is provided with enhancement Layer 3, makes it not easily produce seepage; Be provided with joint filling board 4 in attractive joint 1, serve the effect of pre-antiseep further; Reinforcing bar 7 and structural beams 8 improve the intensity of attractive joint to a certain extent; Described enhancement Layer is made up of niobium tantalum alloy material, and decay resistance is good; Structural beams 8 is two, and is symmetrical set, and reasonable in design, support effect is better.

Claims (3)

1. the attractive joint for outer wall of basement, comprise attractive joint, it is characterized in that: attractive joint side is provided with waterproofing course, waterproofing course side is provided with enhancement Layer, is provided with joint filling board in attractive joint, is provided with steel and cuts off in joint filling board, steel cuts off and is connected with attractive joint inwall, also comprise waterstop, reinforcing bar and structural beams, waterstop and reinforcing bar are arranged through joint filling board, and structural beams is connected with attractive joint inwall.
2. the attractive joint for outer wall of basement according to claim 1, is characterized in that: described enhancement Layer is made up of niobium tantalum alloy material.
3. the attractive joint for outer wall of basement according to claim 1, is characterized in that: described structural beams is two, and is symmetrical set.
CN201410774465.2A 2014-12-16 2014-12-16 Induced crack used for basement outer wall Pending CN104563163A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410774465.2A CN104563163A (en) 2014-12-16 2014-12-16 Induced crack used for basement outer wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410774465.2A CN104563163A (en) 2014-12-16 2014-12-16 Induced crack used for basement outer wall

Publications (1)

Publication Number Publication Date
CN104563163A true CN104563163A (en) 2015-04-29

Family

ID=53080175

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410774465.2A Pending CN104563163A (en) 2014-12-16 2014-12-16 Induced crack used for basement outer wall

Country Status (1)

Country Link
CN (1) CN104563163A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735078A (en) * 2016-03-10 2016-07-06 长沙理工大学 Double-layer continuous reinforced concrete pavement structure suitable for pluvial region
CN105780625A (en) * 2016-03-10 2016-07-20 长沙理工大学 Double-layer reinforced concrete pavement structure suitable for pluvial region urban road
CN107119902A (en) * 2017-05-23 2017-09-01 中国建筑第八工程局有限公司 The model sheetinstallat structure and its construction method of the attractive joint of outer wall of basement
CN113818578A (en) * 2021-09-18 2021-12-21 北京市建筑设计研究院有限公司 Induced seam structure with prefabricated connecting piece

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177482A (en) * 2005-12-27 2007-07-12 Birudorando:Kk Corrosion-resistant structure of steel foundation pile
CN102912720A (en) * 2012-10-16 2013-02-06 中铁十局集团有限公司 Induced crack structure of frame bridge
CN202830989U (en) * 2012-08-07 2013-03-27 中建三局第一建设工程有限责任公司 Semi-general formula of induced joint system for underground structure reinforced concrete wall
CN203066119U (en) * 2013-05-13 2013-07-17 上海三益建筑设计有限公司 Guide seam system for basement outer wall
CN204491678U (en) * 2014-12-16 2015-07-22 成都绿迪科技有限公司 For the attractive joint of outer wall of basement

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007177482A (en) * 2005-12-27 2007-07-12 Birudorando:Kk Corrosion-resistant structure of steel foundation pile
CN202830989U (en) * 2012-08-07 2013-03-27 中建三局第一建设工程有限责任公司 Semi-general formula of induced joint system for underground structure reinforced concrete wall
CN102912720A (en) * 2012-10-16 2013-02-06 中铁十局集团有限公司 Induced crack structure of frame bridge
CN203066119U (en) * 2013-05-13 2013-07-17 上海三益建筑设计有限公司 Guide seam system for basement outer wall
CN204491678U (en) * 2014-12-16 2015-07-22 成都绿迪科技有限公司 For the attractive joint of outer wall of basement

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735078A (en) * 2016-03-10 2016-07-06 长沙理工大学 Double-layer continuous reinforced concrete pavement structure suitable for pluvial region
CN105780625A (en) * 2016-03-10 2016-07-20 长沙理工大学 Double-layer reinforced concrete pavement structure suitable for pluvial region urban road
CN105735078B (en) * 2016-03-10 2017-10-13 长沙理工大学 A kind of double layer continuous reinforced concrete pavement structure suitable for area of heavy rainfull
CN107119902A (en) * 2017-05-23 2017-09-01 中国建筑第八工程局有限公司 The model sheetinstallat structure and its construction method of the attractive joint of outer wall of basement
CN113818578A (en) * 2021-09-18 2021-12-21 北京市建筑设计研究院有限公司 Induced seam structure with prefabricated connecting piece

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PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20150429