CN201943093U - Settlement joint water-proof structure for basement with drainage channel - Google Patents
Settlement joint water-proof structure for basement with drainage channel Download PDFInfo
- Publication number
- CN201943093U CN201943093U CN2011200045269U CN201120004526U CN201943093U CN 201943093 U CN201943093 U CN 201943093U CN 2011200045269 U CN2011200045269 U CN 2011200045269U CN 201120004526 U CN201120004526 U CN 201120004526U CN 201943093 U CN201943093 U CN 201943093U
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- China
- Prior art keywords
- basement
- settlement joint
- water
- gutter
- drainage channel
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Abstract
A settlement joint water-proof structure for a basement with a drainage channel comprises bottom bricks (5), joint filling materials (6), blocking steel bars (1), embedded rubber water stops (7) and removable rubber water stops (3). The settlement joint water-proof structure is characterized by including a drainage channel which is parallel to the settlement joint and arranged on the water-proof members. The settlement joint water-proof structure has a perfect water-proof performance, and resolves the problem that the basement can not be repaired when the structure is invalid caused by the fact that the rubber water stops are prone to aging.
Description
[technical field]
The utility model relate to the basement settlement joint layout, build or connect, refer to a kind of basement settlement joint waterproof construction especially with the gutter.
[background technology]
In architectural design, because the geological condition difference, make the base form difference of building, perhaps the building height difference is bigger, causes factors such as the weight difference of building itself is bigger, makes that building can the generation differential settlement in the regular hour.And in order to resist the destruction that this uneven sedimentation causes building, the technical measures of generally taking are that the building settlement seam is set in building.
Another situation is, building stage construction and by stages coming into operation, and the also general mode that the building settlement seam is set that adopts solves the differential settlement of new and old buildings and the problem of new and old buildings combination between new and old buildings.
When this class building contains basement, and basement is when crossing over settlement joint, and its water proof structure design and construction is difficulty very.Because structural slab is when establishing the disconnection of seam place, what prevent that underground water from entering into basement is rubber fastening band, or rubber fastening band adds removably fixing metal waterstop associated working, but because rubber fastening band is on being fixed on the basement reinforced concrete floor time, cracky, be difficult for and concrete in conjunction with firm, removably the performance of its rigidity of fixing metal waterstop makes its deformability not strong, when big sedimentation or construction error taking place when big, be difficult to settle accurately.
Fig. 1 is the structural representation of prior art settlement joint, comprise from bottom to top end brick 5, pointing 6, screens reinforcing bar 1, in buried rubber fastening band 7, detachable rubber water stop 3.
[summary of the invention]
At the shortcoming of prior art, the purpose of this utility model is to provide the basement settlement joint waterproof construction in the perfect band gutter of a kind of water resistance.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of basement settlement joint waterproof construction with the gutter, comprise end brick, pointing, screens reinforcing bar, in buried rubber fastening band, detachable rubber water stop, it is characterized in that: also include the gutter, described gutter is parallel with settlement joint and be arranged on the above-mentioned flashing member.Utilizing the gutter directly to drain may be because the gradual change of construction quality and precision and sedimentation, the water that causes on the waterstop being leaked.Described gutter width can be between 200mm-400mm; Highly can be between 100mm-400mm.
The beneficial effects of the utility model are: utilize characteristics that the gutter dredges and the leak stopping characteristics in the prior art structure to combine, on the basis that does not increase construction costs, make the water resistance of settlement joint more perfect, be convenient to construction more, solved the defect that is difficult to overcome at work progress, and it is easily aging also to overcome rubber fastening band, when causing constructing inefficacy, and the problem that can't remedy.
[description of drawings]
The utility model will be further described below in conjunction with accompanying drawing.
Fig. 1 is the basement settlement joint waterproof construction schematic diagram of prior art.
Fig. 2 is a structural representation of the present utility model.
Among the figure: 1 is that screens reinforcing bar, 2 is that pointing, 3 is that detachable rubber water stop, 4 is that back lining materials, 5 is that end brick, 6 is that buried rubber fastening band during pointing, 7 is, 8 is the gutter.
[specific embodiment]
Referring to accompanying drawing, the utility model comprise end brick 5, pointing 6, screens reinforcing bar 1, in buried rubber fastening band 7, detachable rubber water stop 3, it is characterized in that: also include gutter 8, described gutter 8 is parallel with settlement joint and be arranged on the above-mentioned flashing member.
In embodiment of the present utility model, described gutter width and highly be 300mm.
The utility model utilizes the characteristics of the structure leak stopping of existing sedimentation and deformation seam, adds before the constructing structure basement bottom board, rubber fastening band is fixed in the structural slab on seam both sides, waters concrete.Treat that engineering binds and structural load on intact after, install and fix the metallic water stop band, build stock mould by laying bricks or stones on the seam both sides, allow seam mediate, the construction plain concrete is looked for the slope, ground, and looks for longitudinal gradient with waterproofing mortar in ditch, go in the sump that aspect sets, lay the metal of finished product or the double-edged fine-toothed comb of duroplasts above the ditch.
Existing basement must be provided with the requirement in gutter, and the leak stopping characteristics in characteristics that the gutter is dredged and the original structure combine.On the basis that does not increase any construction costs, make that new structure is more perfect, be convenient to construction more, solved the defect that is difficult to overcome at work progress, and it is easily aging also to overcome rubber fastening band, when causing constructing inefficacy, the problem that can't remedy.
Claims (2)
1. basement settlement joint waterproof construction with the gutter, comprise end brick (5), pointing (6), screens reinforcing bar (1), in buried rubber fastening band (7), detachable rubber water stop (3), it is characterized in that: also include gutter (8), described gutter (8) are parallel with settlement joint and be arranged on the above-mentioned flashing member.
2. the basement settlement joint waterproof construction in band according to claim 1 gutter is characterized in that: described gutter width is between 200mm-400mm; Height is between 100mm-400mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200045269U CN201943093U (en) | 2011-01-07 | 2011-01-07 | Settlement joint water-proof structure for basement with drainage channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200045269U CN201943093U (en) | 2011-01-07 | 2011-01-07 | Settlement joint water-proof structure for basement with drainage channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201943093U true CN201943093U (en) | 2011-08-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200045269U Expired - Fee Related CN201943093U (en) | 2011-01-07 | 2011-01-07 | Settlement joint water-proof structure for basement with drainage channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201943093U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102373755A (en) * | 2011-12-05 | 2012-03-14 | 苏州市建筑设计研究院有限责任公司 | Device for arranging equipment pipe trench by using structural seam |
| CN102817382A (en) * | 2012-08-30 | 2012-12-12 | 苏州市建筑科学研究院有限公司 | Repair constructing method of basement deformation joint leakage |
| CN104863186A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Anti-seepage structure for basement |
| CN105780816A (en) * | 2016-03-17 | 2016-07-20 | 上海东方雨虹防水技术有限责任公司 | Waterproofing treatment manner for underground portion settlement joint in existing building expansion construction |
| CN105780940A (en) * | 2016-04-28 | 2016-07-20 | 中国化学工程第三建设有限公司 | Building expansion joint anti-seeping structure |
| CN108118791A (en) * | 2018-01-19 | 2018-06-05 | 启东建筑集团有限公司 | In buried and detachable and with deformation joint construction method |
-
2011
- 2011-01-07 CN CN2011200045269U patent/CN201943093U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102373755A (en) * | 2011-12-05 | 2012-03-14 | 苏州市建筑设计研究院有限责任公司 | Device for arranging equipment pipe trench by using structural seam |
| CN102373755B (en) * | 2011-12-05 | 2013-11-20 | 苏州设计研究院股份有限公司 | Device for arranging equipment pipe trench by using structural seam |
| CN102817382A (en) * | 2012-08-30 | 2012-12-12 | 苏州市建筑科学研究院有限公司 | Repair constructing method of basement deformation joint leakage |
| CN102817382B (en) * | 2012-08-30 | 2016-12-21 | 苏州市建筑科学研究院集团股份有限公司 | The repairerment construction method of basement deformation joint seepage |
| CN104863186A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Anti-seepage structure for basement |
| CN105780816A (en) * | 2016-03-17 | 2016-07-20 | 上海东方雨虹防水技术有限责任公司 | Waterproofing treatment manner for underground portion settlement joint in existing building expansion construction |
| CN105780816B (en) * | 2016-03-17 | 2018-02-09 | 上海东方雨虹防水技术有限责任公司 | A kind of water-proofing treatment mode for solving underground position subsiding crack in existed building enlarging construction |
| CN105780940A (en) * | 2016-04-28 | 2016-07-20 | 中国化学工程第三建设有限公司 | Building expansion joint anti-seeping structure |
| CN108118791A (en) * | 2018-01-19 | 2018-06-05 | 启东建筑集团有限公司 | In buried and detachable and with deformation joint construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Shenzhen Fangjia Architecture Design Co., Ltd. Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110824 Termination date: 20160107 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |