CN104179196A - Deformation joint structure of basement - Google Patents
Deformation joint structure of basement Download PDFInfo
- Publication number
- CN104179196A CN104179196A CN201310205643.5A CN201310205643A CN104179196A CN 104179196 A CN104179196 A CN 104179196A CN 201310205643 A CN201310205643 A CN 201310205643A CN 104179196 A CN104179196 A CN 104179196A
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- deformation joint
- basement
- joint structure
- floors
- deformation
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Abstract
The invention discloses a deformation joint structure of a basement. The deformation joint structure comprises a deformation joint, a group of rubber water stop belts, an asphalt wood fiber board and asbestos hemp thread asphalt, wherein the deformation joint is in a shape like the Chinese character ao, the asphalt wood fiber board and the asbestos hemp thread asphalt fill the deformation joint, the rubber water resistant belts are respectively installed at a slot in the upper end of the deformation joint and in the deformation joint, waterproof puddle fills a stretching joint opening in the lower end of the deformation joint, and a three-felt four-oil waterproof layer is arranged on a wall of the outer side of the lower end of the deformation joint. According to the deformation joint structure, two different materials are adopted to fill the deformation joint, various different economical materials are reasonably matched, and the positions of the rubber water stop belts are reasonably arranged, so that the leakproof function of the deformation joint is obviously enhanced, and the deformation joint structure has the advantages of short construction cycle, high efficiency and economy and is favorable for large-sized popularization and use.
Description
Technical field
The present invention relates to technical field of buildings, specifically the technical field of structures of basement deformation joint.
Background technology
Along with builing industry development with rapid changepl. never-ending changes and improvements, people can not satisfy the demands far away the utilization of upper space, and progressively to basement future development, traditional basement connected entrance deformation joint connection easily causes deformation joint seepage, be the maximum hidden danger of basement engineering waterproof, can not satisfy the demand.
Summary of the invention
The object of the invention is the deficiency existing for prior art, provide an antiseep, the basement deformation joint structure that the construction period is short, effect is high, economical and practical.
For achieving the above object, the technical solution used in the present invention is a kind of basement deformation joint structure, comprises deformation joint, one group of rubber fastening band, bituminous wood filament plate and asbestos bitumen-dipped hemp; Described deformation joint is concave shape deformation joint; Described bituminous wood filament plate and asbestos bitumen-dipped hemp are all filled in deformation joint inside, described rubber fastening band is arranged on respectively that crack mouthful in deformation joint upper end and deformation joint inside, described deformation joint lower end is stretched sealing and is also filled with waterproof clay, and on body of wall, is also provided with waterjacket of three floors of tarred felt and four floors of tar outside deformation joint lower end.
As preferably, described deformation joint inside is also filled with flax silk ointment; Flax silk ointment can increase the tight ness rating of deformation joint inside, improves infiltration situation,
As preferably, the top, upper end of described deformation joint is also provided with the decorative pattern steel pipe that 3.5mm is thick; The decorative pattern steel pipe of set 3.5mm can be reinforced deformation joint, and it can, because of vibrations, other situations such as not jammed on and be damaged.
As preferably, described waterproof clay is polyvinyl chloride (PVC) cement.Described polyvinyl chloride (PVC) cement corrosion resistance is more intense, can stand rugged environment, increases the physical life of deformation joint structure.
As preferably, described waterjacket of three floors of tarred felt and four floors of tar is the cement mortar waterproofing course of the 1:2 that 30mm is thick.Outside deformation joint lower end, the waterproofing course of body of wall brushing, as last one deck guarantee of waterproof, makes the water resistance of deformation joint reach best.
As preferably, the wide of the upper grooves of described deformation joint is 320mm, high 90mm; Bottom is wide is 40mm.
Beneficial effect: compared with prior art, the present invention has the following advantages: the present invention adopts two kinds of different materials to fill deformation joint, and adopt economical and practical various material reasonably combined, the position of reasonable arrangement rubber fastening band, the anti-leakage function of deformation joint is significantly improved, and short construction period of the present invention, effect is high, economical and practical, be beneficial to large-area promoting the use of.
Brief description of the drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of outer wall in Fig. 1;
Fig. 3 is the structural representation of inwall in Fig. 1.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, further illustrate the present invention, the present embodiment is implemented under taking technical solution of the present invention as prerequisite, should understand these embodiment and only be not used in and limit the scope of the invention for the present invention is described.
As shown in Figure 1, Figure 2 and Figure 3, a kind of basement deformation joint structure, comprises deformation joint 1, one group of rubber fastening band 2, bituminous wood filament plate 3 and asbestos bitumen-dipped hemp 4; Deformation joint 1 is concave shape deformation joint; Bituminous wood filament plate 3 and asbestos bitumen-dipped hemp 4 are all filled in deformation joint 1 inside, rubber fastening band 2 is arranged on respectively that crack mouthful in deformation joint upper end and deformation joint inside, deformation joint 1 lower end is stretched sealing and is also filled with waterproof clay 6, and on body of wall, is also provided with waterjacket of three floors of tarred felt and four floors of tar 7 outside deformation joint 1 lower end.
Wherein, deformation joint inside is also filled with flax silk ointment.
Wherein, the top, upper end of deformation joint 1 is also provided with the decorative pattern steel pipe that 3.5mm is thick.
Wherein, waterproof clay 6 is polyvinyl chloride (PVC) cement.
Wherein, waterjacket of three floors of tarred felt and four floors of tar 7 is the cement mortar waterproofing course of the 1:2 that 30mm is thick.
Wherein, the wide of the upper grooves of deformation joint is 320mm, high 90mm; Bottom is wide is 40mm.
The present invention adopts bituminous wood filament plate and two kinds of different materials of asbestos bitumen-dipped hemp plate to fill deformation joint, make its antiseep of compacting with flax silk ointment again, and adopt multiple different rubber fastening bands, reasonably arrange to install its position, the anti-leakage function of deformation joint is significantly improved, and short construction period of the present invention, effect is high, economical and practical, be beneficial to large-area promoting the use of.
Construction method: after basement soil excavation, when cushion construction, basement concrete bed course is built and exceed approximately 1 meter of deformation joint, deformation joint position configuration single-layer bidirectional Ф 12 reinforcing bars, tanking is also constructed and is exceeded deformation joint more than 1 meter, is stretching seam position employing polyvinyl chloride clay and three floors of tarred felt and four floors of tar reinforcement in addition by way.Before concrete is built, rubber fastening band adopts gummed lath fixation, and concrete wouldn't stripping after having built, and in the time constructing in track, removes again.If wouldn't construct in track, must adopt plain-water slurry to mix 801 glue brushing exposed steel bars, in case corrosion of steel bar.
Claims (6)
1. a basement deformation joint structure, is characterized in that: comprise deformation joint (1), one group of rubber fastening band (2), bituminous wood filament plate (3) and asbestos bitumen-dipped hemp (4); Described deformation joint (1) is concave shape deformation joint; Described bituminous wood filament plate (3) and asbestos bitumen-dipped hemp (4) are all filled in deformation joint (1) inside, described rubber fastening band (2) is arranged on respectively that crack mouthful in deformation joint upper end and deformation joint inside, described deformation joint (1) lower end is stretched sealing and is also filled with waterproof clay (6), and on body of wall, is also provided with waterjacket of three floors of tarred felt and four floors of tar (7) outside deformation joint (1) lower end.
2. a kind of basement deformation joint structure according to claim 1, is characterized in that: described deformation joint inside is also filled with flax silk ointment.
3. a kind of basement deformation joint structure according to claim 1, is characterized in that: the top, upper end of described deformation joint (1) is also provided with the decorative pattern steel pipe (5) that 3.5mm is thick.
4. a kind of basement deformation joint structure according to claim 1, is characterized in that: described waterproof clay (6) is polyvinyl chloride (PVC) cement.
5. a kind of basement deformation joint structure according to claim 1, is characterized in that: described waterjacket of three floors of tarred felt and four floors of tar (7) is the cement mortar waterproofing course of the thick 1:2 of 30mm.
6. a kind of basement deformation joint structure according to claim 1, is characterized in that: the wide of the upper grooves of described deformation joint is 320mm, high 90mm; Bottom is wide is 40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310205643.5A CN104179196A (en) | 2013-05-27 | 2013-05-27 | Deformation joint structure of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310205643.5A CN104179196A (en) | 2013-05-27 | 2013-05-27 | Deformation joint structure of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104179196A true CN104179196A (en) | 2014-12-03 |
Family
ID=51960516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310205643.5A Pending CN104179196A (en) | 2013-05-27 | 2013-05-27 | Deformation joint structure of basement |
Country Status (1)
| Country | Link |
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| CN (1) | CN104179196A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863186A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Anti-seepage structure for basement |
| CN105780818A (en) * | 2016-05-04 | 2016-07-20 | 广州市设计院 | Combination-type waterproof structure for seismic joint of side wall of basement and construction method |
| CN113216270A (en) * | 2021-06-01 | 2021-08-06 | 深圳市市政设计研究院有限公司 | Structure joint waterproof structure, waterproof wall and construction method of waterproof wall |
-
2013
- 2013-05-27 CN CN201310205643.5A patent/CN104179196A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863186A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Anti-seepage structure for basement |
| CN105780818A (en) * | 2016-05-04 | 2016-07-20 | 广州市设计院 | Combination-type waterproof structure for seismic joint of side wall of basement and construction method |
| CN105780818B (en) * | 2016-05-04 | 2018-09-07 | 广州市设计院 | A kind of the composite water-proof structure and construction method of sidewall of basement aseismatic joint |
| CN113216270A (en) * | 2021-06-01 | 2021-08-06 | 深圳市市政设计研究院有限公司 | Structure joint waterproof structure, waterproof wall and construction method of waterproof wall |
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Legal Events
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| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141203 |