CN109930756A - A kind of high-low bay top plate back filled region expansion joint Seepage method and device - Google Patents
A kind of high-low bay top plate back filled region expansion joint Seepage method and device Download PDFInfo
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- CN109930756A CN109930756A CN201910303309.0A CN201910303309A CN109930756A CN 109930756 A CN109930756 A CN 109930756A CN 201910303309 A CN201910303309 A CN 201910303309A CN 109930756 A CN109930756 A CN 109930756A
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- expansion joint
- gutter
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- back filled
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Abstract
The invention discloses a kind of high-low bay top plate back filled region expansion joint Seepage method and devices, the device is that the gutter for running through expansion joint is fixedly mounted in expansion joint between column/wall, and drainpipe is connected in the bottom of gutter, it is located above gutter in the expansion joint between column/wall and makes symmetrical olecranon-like drip；Further include the gutter that the expansion joint base opening between horizontal beam/plate is fixedly mounted, connects drainpipe in the bottom of gutter.The present invention is for same plane and vertically across multi-storey basement difference height difference and roofing is high back filled region expansion joint, the method drained from expansion joint bottom prevents from leaking, intercolumniation vertical expansion joint uses tool to smear out olecranon to intercept water as drip between seam, lower section is drained using gutter, and horizontal joint directlys adopt gutter and is mounted on expansion joint base opening and drained between beam, effectively expansion joint is avoided leakage phenomenon occur.
Description
Technical field
The present invention relates to a kind of high-low bay top plate back filled region expansion joint Seepage method and devices, belong to basement construction
Technical field.
Background technique
Along with Contemporary Architecture form development in pluralism, function is used according to the difference of building, building structure is also required to
Become diversification.Traditional single type is using functional architecture group far from meeting contemporary cities growth requirement.Large size city synthesis
Business need to be concentrated, handled official business, the use function of house, wherein concentrating business based on shopping mall, large sunk formula commercial square is built
It makes, is the representative for concentrating business, be shopping mall in basement, roofing is green plant, gos shopping and rests to meet people and entertains need
It asks, overlength is the characteristic feature of such building.It is provided according to " Code for design of concrete structures ": every in cast-in-place framework room
55m needs, which stay, sets expansion joint, and super-long structural inevitably will appear crack between expansion joint with differential settlement is built,
Different degrees of leakage occurs.For same plane and vertically across multi-storey basement, different height differences and roofing is high back filled region
Expansion joint, how effectively solving leakage problems, We conducted in-depth studies.
Summary of the invention
The purpose of the present invention is to provide a kind of high-low bay top plate back filled regions easy for construction, Forming Quality is good, at low cost
Expansion joint Seepage method and device, the leakage problems occurred between the expansion joint to solve super-long structural.
Technical solution of the present invention: a kind of high-low bay top plate back filled region expansion joint Seepage method, including column/wall height
Expansion joint drainage method between across vertical expansion joint drainage method and horizontal beam/plate, the column/wall high-low bay vertical expansion joint
Drainage method is the gutter for running through expansion joint to be fixedly mounted in expansion joint between column/wall, and connect in the bottom of gutter
Run in water pipe, is then located in the expansion joint between column/wall above gutter and makes symmetrical olecranon-like drip, so just
The water that expansion joint between column/wall leaks can be drained to gutter, then be discharged by drainpipe；Expansion joint between the horizontal beam/plate
Drainage method is that gutter is fixedly mounted in the expansion joint base opening between horizontal beam/plate, and connects drainpipe in the bottom of gutter,
The water that expansion joint between horizontal beam/plate leaks can be drained to gutter in this way, then be discharged by drainpipe.
In the above method, the olecranon-like drip mixes and stirs rubber powder mortar as raw material using leak stopping king, and uses 30 °
Angle steel is as mold.
In the above method, expansion joint base opening is needed in the same plane between the horizontal beam/plate.
Meanwhile the present invention also provides a kind of height of above-mentioned high-low bay top plate back filled region expansion joint Seepage method building
Across top plate back filled region expansion joint percolator, the device are to be fixedly mounted in expansion joint between column/wall through expansion joint
Gutter, and drainpipe is connected in the bottom of gutter, it is symmetrical that production above gutter is located in the expansion joint between column/wall
Olecranon-like drip.
Further, which further includes the gutter that the expansion joint base opening between horizontal beam/plate is fixedly mounted, in gutter
Bottom connects drainpipe.
Further, the gutter is inverted trapezoidal structure, is fixedly connected with otic placode at the both ends of gutter, screw passes through ear
Otic placode is fixed on column/wall or horizontal beam/plate after plate.
Due to the adoption of the above technical scheme, the present invention has the advantages that the present invention is for same plane and vertically across more
Layer basement difference height difference and roofing are high back filled region expansion joint, and the method drained from expansion joint bottom prevents from leaking, and intercolumniation is perpendicular
Use tool to smear out olecranon as drip between seam to expansion joint to intercept water, lower section is drained using gutter, and horizontal joint between beam
It directlys adopt gutter and is mounted on expansion joint base opening and drained, effectively expansion joint is avoided leakage phenomenon occur.
Detailed description of the invention
Fig. 1 is the mounting structure schematic diagram of percolator in expansion joint between column/wall；
Fig. 2 is the mounting structure schematic diagram of percolator in expansion joint between horizontal beam/plate.
Description of symbols: 1- column/wall；The expansion joint 2-；3- gutter；4- drainpipe；5- olecranon-like drip；6- ear
Plate；7- horizontal beam/plate.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and examples to this hair
It is bright to be described in further detail.
Embodiment 1
The embodiment of the present invention: the structural schematic diagram of high-low bay top plate back filled region expansion joint percolator was as shown in Figure 1, should
Device is the gutter 3 for running through expansion joint 2 to be fixedly mounted in expansion joint 2 between column/wall 1, and connect in the bottom of gutter 3
Run in water pipe 4, is located above gutter 3 in the expansion joint 2 between column/wall 1 and makes symmetrical olecranon-like drip 5.It is described
Gutter 3 is inverted trapezoidal structure, is fixedly connected with otic placode 6 at the both ends of gutter 3, screw fixes otic placode 6 after passing through otic placode 6
On column/wall 1
When construction, the gutter 3 for running through expansion joint 2 is fixedly mounted in the expansion joint 2 first between column/wall 1, and drawing
The bottom of sink 3 connects drainpipe 4, is then located in the expansion joint 2 between column/wall 1 above gutter 3 and makes symmetrical hawk
Mouth shape drip 5, the water that in this way can leak 1 expansion joint 2 of column/wall is drained to gutter 3, then is discharged by drainpipe 4；Institute
It states olecranon-like drip 5 and rubber powder mortar is mixed and stirred as raw material using leak stopping king, and using 30 ° of angle steel as mold.
Embodiment 2
The embodiment of the present invention: the structural schematic diagram of high-low bay top plate back filled region expansion joint percolator was as shown in Fig. 2, should
Device is the gutter 3 that 2 base opening of expansion joint between horizontal beam/plate 7 is fixedly mounted, and connects drainpipe in the bottom of gutter 3
4.The gutter 3 is inverted trapezoidal structure, is fixedly connected with otic placode 6 at the both ends of gutter 3, screw is after otic placode 6 by ear
Plate 6 is fixed on horizontal beam/plate 7.
When construction, gutter 3 is fixedly mounted in 2 base opening of expansion joint between horizontal beam/plate 7, is stretched between the horizontal beam/plate 7
Contracting 2 base openings of seam need in the same plane, then connect drainpipe 4 in the bottom of gutter 3, in this way can will be between horizontal beam/plate 7
The water that expansion joint 2 leaks is drained to gutter 3, then is discharged by drainpipe 4.
Claims (6)
1. a kind of high-low bay top plate back filled region expansion joint Seepage method, including column/wall high-low bay vertical expansion joint drainage side
Expansion joint drainage method between method and horizontal beam/plate, it is characterised in that: the column/wall high-low bay vertical expansion joint drainage side
Method, which is that the expansion joint (2) between column/wall (1) is interior, is fixedly mounted the gutter (3) for running through expansion joint (2), and in gutter (3)
Bottom connect drainpipe (4), it is symmetrical that production above gutter (3) is then located in the expansion joint (2) between column/wall (1)
Olecranon-like drip (5), the water that expansion joint (2) between column/wall (1) leak can be drained to gutter (3) in this way, then by arranging
Water pipe (4) discharge；Expansion joint drainage method is expansion joint (2) base opening between horizontal beam/plate (7) between the horizontal beam/plate
It is fixedly mounted gutter (3), and connects drainpipe (4) in the bottom of gutter (3), can will be stretched between horizontal beam/plate (7) in this way
Contracting seam (2) leakage is drained to gutter (3), then is discharged by drainpipe (4).
2. high-low bay top plate according to claim 1 back filled region expansion joint Seepage method, it is characterised in that: the hawk
Mouth shape drip (5) mixes and stirs rubber powder mortar as raw material using leak stopping king, and using 30 ° of angle steel as mold.
3. high-low bay top plate according to claim 1 back filled region expansion joint Seepage method, it is characterised in that: the water
Expansion joint (2) base opening needs in the same plane between flat-topped ridge/plate (7).
4. a kind of building of the high-low bay top plate back filled region expansion joint Seepage method as described in claims 1 to 3 any one
High-low bay top plate back filled region expansion joint percolator, it is characterised in that: the device is the expansion joint (2) between column/wall (1)
It is interior that the gutter (3) for running through expansion joint (2) is fixedly mounted, and drainpipe (4) are connected in the bottom of gutter (3), in column/wall
(1) it is located above gutter (3) in the expansion joint (2) between and makes symmetrical olecranon-like drip (5).
5. high-low bay top plate according to claim 4 back filled region expansion joint Seepage method, it is characterised in that: the device
Further include the gutter (3) that expansion joint (2) base opening between horizontal beam/plate (7) is fixedly mounted, is connected in the bottom of gutter (3)
Drainpipe (4).
6. high-low bay top plate according to claim 4 or 5 back filled region expansion joint Seepage method, it is characterised in that: institute
Stating gutter (3) is inverted trapezoidal structure, is fixedly connected with otic placode (6) at the both ends of gutter (3), after screw passes through otic placode (6)
Otic placode (6) is fixed on column/wall (1) or horizontal beam/plate (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910303309.0A CN109930756A (en) | 2019-04-16 | 2019-04-16 | A kind of high-low bay top plate back filled region expansion joint Seepage method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910303309.0A CN109930756A (en) | 2019-04-16 | 2019-04-16 | A kind of high-low bay top plate back filled region expansion joint Seepage method and device |
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| Publication Number | Publication Date |
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| CN109930756A true CN109930756A (en) | 2019-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910303309.0A Pending CN109930756A (en) | 2019-04-16 | 2019-04-16 | A kind of high-low bay top plate back filled region expansion joint Seepage method and device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982496A (en) * | 2021-02-05 | 2021-06-18 | 天津城建大学 | Expansion joint composite structure of top plate of underground space building |
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| KR200319781Y1 (en) * | 2003-04-16 | 2003-07-22 | 주식회사 케이.알 | A drain pipe fixing plate of expansion and contraction connection device block out area |
| KR20120003355U (en) * | 2010-11-05 | 2012-05-15 | 디에치산업(주) | Expansion joint structure of bridge |
| CN202157474U (en) * | 2011-06-28 | 2012-03-07 | 天津天一建设集团有限公司 | Roofing parapet wall high-low bay waterproof expansion joint |
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| CN112982496A (en) * | 2021-02-05 | 2021-06-18 | 天津城建大学 | Expansion joint composite structure of top plate of underground space building |
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