CN104746537A - Deformation joint waterproof structure - Google Patents

Deformation joint waterproof structure Download PDF

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Publication number
CN104746537A
CN104746537A CN201510089491.6A CN201510089491A CN104746537A CN 104746537 A CN104746537 A CN 104746537A CN 201510089491 A CN201510089491 A CN 201510089491A CN 104746537 A CN104746537 A CN 104746537A
Authority
CN
China
Prior art keywords
waterproof
concrete slab
deformation
weather shield
waterproof structure
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.)
Granted
Application number
CN201510089491.6A
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Chinese (zh)
Other versions
CN104746537B (en
Inventor
文国栋
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.)
Zibo Power Supply Co of State Grid Shandong Electric Power Co Ltd
Original Assignee
Chengdu Juzhi Industrial Design 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 Juzhi Industrial Design Co Ltd filed Critical Chengdu Juzhi Industrial Design Co Ltd
Priority to CN201510089491.6A priority Critical patent/CN104746537B/en
Publication of CN104746537A publication Critical patent/CN104746537A/en
Application granted granted Critical
Publication of CN104746537B publication Critical patent/CN104746537B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses a deformation joint waterproof structure. The structure comprises a baffle, waterproof rubber strips are installed at the positions, close to the two side faces, of the lower surface of the baffle, the tops of the waterproof rubber strips are fixed on the baffle, a support pillar is arranged at the position, between the two waterproof rubber strips, of the lower surface of the baffle, the top of the support pillar is fixed on the baffle through pin bolts in an extending mode, the bottom of the support pillar passes through a concrete slab, a guard board and a reinforcing board and is connected with a base board, the bottoms of the waterproof rubber strips are located on the concrete slab, the guard board is arranged on the lower surface of the concrete slab, the guard board and the concrete slab are connected through reinforcing steel fasteners, the reinforcing board is located on the lower surface of the guard board, the reinforcing board and the guard board are connected in a detachable mode, and the support pillar is connected with the base board through fixing pins. The deformation joint waterproof structure has a good waterproof performance, the structural performance is good, the protecting effect is remarkable, rainwater can be effectively prevented from seeping into deformation joints, the deformation resistance is great, and the adverse effect of the ground surface on the deformation joints is effectively reduced.

Description

Waterproof structure for deformation seams
Technical field
The present invention relates to a kind of waterproof construction, particularly a kind of waterproof structure for deformation seams.
Background technology
The main purpose of deformation joint is in order to the stress absorbed or buffer structure produces due to factors such as temperature difference, sedimentation and vibrations, therefore needs to be prevented it, to avoid concrete structure cracking occurs or destroys, makes it not affect the structure of its building.Design good deformation joint and effectively can prevent problems, and be not only the infiltration of pre-rainwater-proof, but general deformation joint structure function ratio is more single, and self structure is unstable, the phenomenon such as probably cause crack wide, so just cannot reach the effect of deformation joint itself, also damage can be caused to body of wall time serious, there is phenomenons such as toppling over, can not better play the effect that self should reach, functional difference.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides a kind of and has good water resistance, and structural performance is good, and protection effect clearly, can effectively prevent rainwater from penetrating into deformation joint, the waterproof structure for deformation seams that non-deformability is strong.
To achieve these goals, the technical solution used in the present invention is such: waterproof structure for deformation seams of the present invention, comprise weather shield, weather shield soffit is provided with waterproof adhesive tape near two sides place, waterproof adhesive tape top is fixed on weather shield, weather shield soffit and be provided with support column between two waterproof adhesive tapes, support column top is fixed on weather shield by pin extension, a concrete slab is each passed through bottom it, one backplate and a stiffener are connected with a base plate, be positioned at bottom waterproof adhesive tape on concrete slab, backplate is arranged on concrete slab soffit, and be connected by rebar fastener between backplate with concrete slab, stiffener is positioned at backplate soffit, and between stiffener with backplate, adopt removably to be connected, be connected by steady pin between support column with base plate.
Further, as a kind of concrete form of structure, concrete slab of the present invention is provided with along two diagonal the deformation joint that width is 50 to one hundred millimeters.
Further, as a kind of concrete form of structure, concrete slab thickness of the present invention is between 1 hundred to three hundred millimeter.
Further, as a kind of concrete form of structure, waterproof body of wall of the present invention is also provided with single footing.
Further, as a kind of concrete form of structure, single footing of the present invention is straight column type concrete foundation.
Further, as a kind of concrete form of structure, weather shield upper surface of the present invention is smeared and is formed the downward arcuate structure in intermediate projections both sides.
Further, as a kind of concrete form of structure, between waterproof body of wall of the present invention and support column, formed by integrally casting forms.
Compared with prior art, the invention has the advantages that: this waterproof structure for deformation seams has good water resistance, and structural performance is good, protection effect clearly, can effectively prevent rainwater from penetrating into deformation joint, non-deformability be strong, effectively reduces the adverse effect that earth's surface produces deformation joint.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. weather shield; 2. waterproof body of wall; 3. waterproof adhesive tape; 4. support column; 5. concrete slab; 6. backplate; 7. stiffener; 8. base plate.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of waterproof structure for deformation seams of the present invention as shown in Figure 1, comprise weather shield 1, weather shield 1 soffit is provided with waterproof adhesive tape 3 near two sides place, waterproof adhesive tape 3 top is fixed on weather shield 1, weather shield 1 soffit and be provided with support column 4 between two waterproof adhesive tapes 3, support column 4 top is fixed on weather shield 1 by pin extension, a concrete slab 5 is each passed through bottom it, one backplate 6 and a stiffener 7 are connected with a base plate 8, be positioned on concrete slab 5 bottom waterproof adhesive tape 3, backplate 6 is arranged on concrete slab 5 soffit, and be connected by rebar fastener between backplate 6 with concrete slab 5, stiffener 7 is positioned at backplate 6 soffit, and adopt removably to be connected between stiffener 7 with backplate 6, be connected by steady pin between support column 4 with base plate 8, described concrete slab 5 is provided with along two diagonal the deformation joint that width is 50 to one hundred millimeters, described concrete slab 5 thickness is between 1 hundred to three hundred millimeter, described waterproof body of wall 2 is also provided with single footing, described single footing is straight column type concrete foundation, described weather shield 1 upper surface is smeared and is formed the downward arcuate structure in intermediate projections both sides, between described waterproof body of wall 2 and support column 4, formed by integrally casting forms.
Waterproof structure for deformation seams of the present invention has good water resistance, and structural performance is good, and protection effect clearly, can effectively prevent rainwater from penetrating into deformation joint, and non-deformability is strong, effectively reduces the adverse effect that earth's surface produces deformation joint.Described concrete slab 5 is provided with along two diagonal the deformation joint that width is 50 to one hundred millimeters, makes it not yielding; Described concrete slab 5 thickness, between 1 hundred to three hundred millimeter, can play good supporting role; Described waterproof body of wall 2 is also provided with single footing, and described single footing is straight column type concrete foundation, enhances the structural performance of waterproof body of wall 2; Described weather shield 1 upper surface is smeared and is formed the downward arcuate structure in intermediate projections both sides, and effect of keeping off the rain is more obvious; Between described waterproof body of wall 2 and support column 4, formed by integrally casting forms, and what improve between waterproof body of wall 2 and support column 4 is structural.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.

Claims (7)

1. a waterproof structure for deformation seams, comprise weather shield, it is characterized in that: weather shield soffit is provided with waterproof adhesive tape near two sides place, waterproof adhesive tape top is fixed on weather shield, weather shield soffit and be provided with support column between two waterproof adhesive tapes, support column top is fixed on weather shield by pin extension, a concrete slab is each passed through bottom it, one backplate and a stiffener are connected with a base plate, be positioned at bottom waterproof adhesive tape on concrete slab, backplate is arranged on concrete slab soffit, and be connected by rebar fastener between backplate with concrete slab, stiffener is positioned at backplate soffit, and between stiffener with backplate, adopt removably to be connected, be connected by steady pin between support column with base plate.
2. waterproof structure for deformation seams according to claim 1, is characterized in that: described concrete slab is provided with along two diagonal the deformation joint that width is 50 to one hundred millimeters.
3. waterproof structure for deformation seams according to claim 1, is characterized in that: described concrete slab thickness is between 1 hundred to three hundred millimeter.
4. waterproof structure for deformation seams according to claim 1, is characterized in that: described waterproof body of wall is also provided with single footing.
5. waterproof structure for deformation seams according to claim 4, is characterized in that: described single footing is straight column type concrete foundation.
6. waterproof structure for deformation seams according to claim 1, is characterized in that: described weather shield upper surface is smeared and formed the downward arcuate structure in intermediate projections both sides.
7. waterproof structure for deformation seams according to claim 1, is characterized in that: between described waterproof body of wall and support column, formed by integrally casting forms.
CN201510089491.6A 2015-02-27 2015-02-27 Waterproof structure for deformation seams Expired - Fee Related CN104746537B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510089491.6A CN104746537B (en) 2015-02-27 2015-02-27 Waterproof structure for deformation seams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510089491.6A CN104746537B (en) 2015-02-27 2015-02-27 Waterproof structure for deformation seams

Publications (2)

Publication Number Publication Date
CN104746537A true CN104746537A (en) 2015-07-01
CN104746537B CN104746537B (en) 2016-06-29

Family

ID=53586737

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510089491.6A Expired - Fee Related CN104746537B (en) 2015-02-27 2015-02-27 Waterproof structure for deformation seams

Country Status (1)

Country Link
CN (1) CN104746537B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH073828A (en) * 1992-02-21 1995-01-06 Shimizu Corp Joint construction of underground concrete structure
CN201137218Y (en) * 2007-12-20 2008-10-22 青建集团股份公司 Bottom board post pouring strip indwelling stages temporary protection structure
CN201485883U (en) * 2009-05-21 2010-05-26 朱奎 Basement deformation joint
CN202706060U (en) * 2012-06-12 2013-01-30 北京市第三建筑工程有限公司 Waterproof structure for base plate deformation joint with width of 50 mm
CN204645094U (en) * 2015-02-27 2015-09-16 成都聚智工业设计有限公司 Waterproof structure for deformation seams

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH073828A (en) * 1992-02-21 1995-01-06 Shimizu Corp Joint construction of underground concrete structure
CN201137218Y (en) * 2007-12-20 2008-10-22 青建集团股份公司 Bottom board post pouring strip indwelling stages temporary protection structure
CN201485883U (en) * 2009-05-21 2010-05-26 朱奎 Basement deformation joint
CN202706060U (en) * 2012-06-12 2013-01-30 北京市第三建筑工程有限公司 Waterproof structure for base plate deformation joint with width of 50 mm
CN204645094U (en) * 2015-02-27 2015-09-16 成都聚智工业设计有限公司 Waterproof structure for deformation seams

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Geng Bin

Inventor after: Qu Gang

Inventor after: Yue Dongdong

Inventor after: Yu Lei

Inventor after: Yan Xinjun

Inventor after: Hu Xingang

Inventor after: Wang Qiang

Inventor after: Han Aihua

Inventor after: Chen Weidong

Inventor after: Zhang Chunsheng

Inventor before: Wen Guodong

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20160526

Address after: 255000 Zhangdian City, Zibo province Beijing road and the intersection of the road north of the intersection of 100 meters

Applicant after: Zibo Power Supply Company of State Grid Shandong Province Electric Power Company

Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 23 floor No. 2301

Applicant before: CHENGDU JUZHI INDUSTRIAL DESIGN CO., LTD.

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160629

Termination date: 20170227