CN205012372U - Novel waterproof post -cast strip of side wall structure - Google Patents
Novel waterproof post -cast strip of side wall structure Download PDFInfo
- Publication number
- CN205012372U CN205012372U CN201520454882.9U CN201520454882U CN205012372U CN 205012372 U CN205012372 U CN 205012372U CN 201520454882 U CN201520454882 U CN 201520454882U CN 205012372 U CN205012372 U CN 205012372U
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- CN
- China
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- shaped steel
- steel
- profiled sheet
- side wall
- wing
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- Expired - Fee Related
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Abstract
The utility model relates to a novel waterproof post -cast strip of side wall structure, this structure comprises I shaped steel, T shaped steel, iron sheet, profiled sheet and sealing rod etc. The web bottom welding of T shaped steel is in I shaped steel web mid point department, profiled sheet both ends welding is at I shaped steel edge of a wing tip, it is sealed on the I shaped steel edge of a wing and profiled sheet junction outside subsides sealing rod, the utility model relates to a configuration operation is simple, and water -proof effects is good, and the efficiency of construction is high, has better economic technology benefit.
Description
Technical field
The utility model relates to the late poured band structure of general side wall, particularly relates to basement side wall late poured band structure.
Background technology
For high-rise or super high rise building, generally will after structure construction one month or more time just allow to carry out that ater-casting is concrete builds.But waterproofing for basement must carry out in time, for follow-up backfill and the construction of outer shelf create conditions, sometimes also can consider that winter climate reason is constructed in advance.Therefore, when ater-casting concrete is not built, outside the width range inner wall of ater-casting, Individual baffle must be installed, using as waterproof matrix.This operation is general all in Underground Construction process or after construction, carries out before waterproof construction.
Tradition ater-casting independence water bar way has the method for laying steel plate and building barricade by laying bricks or stones, and it can ensure waterproof quality preferably as waterproof matrix, but adopts this two kinds of methods, material consumption expense is huge, to structural safety again without practical significance, and tower crane is needed to coordinate in construction, operation inconvenience.
Given this, need invention at present badly a kind of easy to make, speed of application is fast, good water-proof effect, the late poured band structure that lateral rigidity is large.
Utility model content
The purpose of this utility model is to provide a kind of easy to make, and speed of application is fast, good water-proof effect, the novel side wall waterproof late poured band structure that lateral rigidity is large.
This novel side wall waterproof late poured band structure, is characterized in that: comprise i shaped steel 1, T-steel 2, profiled sheet 4 and sealing rod 5; The web bottom welding of T-steel 2 is in I shape 1 steel web midpoint; Profiled sheet 4 two ends are welded on i shaped steel 1 top flange; Outside i shaped steel 1 edge of a wing and profiled sheet 4 junction, paste sealing rod 5 seal; The combination steel grating that T-steel 2 and i shaped steel 1 are welded is set in outer, body of wall 7 ater-casting.
As preferably: i shaped steel 1 connects profiled sheet 4 outside the edge of a wing, forms an ater-casting enclosure space.
As preferably: i iron 1 welds with profiled sheet 4 outside the edge of a wing, and seam crossing sealing rod 5 seals.
The beneficial effects of the utility model are:
(1) two ends, ater-casting arrange i shaped steel, and T-steel is welded on i shaped steel, greatly improve the anti-side rigidity of both sides, prevent from side wall concrete casting process, producing lateral force and making i shaped steel sidesway excessive, workmanship is well ensured.
(2) profiled sheet welds with the i shaped steel edge of a wing and seals with sealing rod, and whole ater-casting forms an enclosure space, and waterproof effect is remarkable.
(3) whole late poured band structure can maintain the shape of body of wall itself, and can carry out the construction of metope before ater-casting is built, construction period shortens greatly, cost-saving.
Accompanying drawing explanation
Fig. 1 is the utility model side wall waterproof late poured band structure schematic diagram;
Fig. 2 is this practical sealing connecting portion detail drawing;
In figure: 1-i shaped steel; 2-T shaped steel; 3-side wall distribution reinforcement; 4-profiled sheet; 5-sealing rod; 6-side wall vertical reinforcement; 7-body of wall.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further.Although the utility model will be described in conjunction with preferred embodiment, should know, not represent the utility model restriction in the described embodiment.On the contrary, the utility model will contain can be included in attached claims limit scope of the present utility model in alternative, modified and equivalent.
Just be not repeated in the present embodiment such as present embodiment steel beam column welding procedure technique, steel bar meter and concrete pouring construction technique, emphasis sets forth the embodiment that the utility model relates to.
Fig. 1 is the utility model side wall waterproof late poured band structure schematic diagram, and with reference to shown in Fig. 1, the utility model side wall waterproof late poured band structure mainly comprises: i shaped steel 1, T-steel 2, profiled sheet 4 and sealing rod 5.
Selecting is highly 300 ~ 400mm, and flange width is the T-steel 2 of 200 ~ 300mm, and by T-steel 2 web bottom welding in I shape 1 steel web midpoint, i shaped steel size is according to the corresponding selection of actual wall thickness; YX28-150-900 profiled sheet 4 two ends are selected to be welded on i shaped steel 1 top flange; Outside i shaped steel 1 edge of a wing and profiled sheet 4 junction, paste sealing rod 5 seal.
After body of wall 7 reinforcing bar binding is complete, the ater-casting enclosed construction combined is put within the reinforcing bar of body of wall 7 both sides.
Claims (3)
1. a novel side wall waterproof late poured band structure, is characterized in that: comprise i shaped steel (1), T-steel (2), profiled sheet (4) and sealing rod (5); The web bottom welding of T-steel (2) is in I shape (1) steel web midpoint; Profiled sheet (4) two ends are welded on i shaped steel (1) top flange; Sealing rod (5) sealing is pasted outside i shaped steel (1) edge of a wing and profiled sheet (4) junction; The combination steel grating that T-steel (2) and i shaped steel (1) are welded is set in body of wall (7) outer, ater-casting.
2. one according to claim 1 novel side wall waterproof late poured band structure, is characterized in that: connect profiled sheet (4) outside i shaped steel (1) edge of a wing, forms an ater-casting enclosure space.
3. one according to claim 1 novel side wall waterproof late poured band structure, is characterized in that: weld with profiled sheet (4) outside i iron (1) edge of a wing, and seam crossing sealing rod (5) seals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520454882.9U CN205012372U (en) | 2015-06-29 | 2015-06-29 | Novel waterproof post -cast strip of side wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520454882.9U CN205012372U (en) | 2015-06-29 | 2015-06-29 | Novel waterproof post -cast strip of side wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205012372U true CN205012372U (en) | 2016-02-03 |
Family
ID=55210984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520454882.9U Expired - Fee Related CN205012372U (en) | 2015-06-29 | 2015-06-29 | Novel waterproof post -cast strip of side wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205012372U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396985A (en) * | 2018-03-29 | 2018-08-14 | 广州地铁设计研究院有限公司 | Holes blocking precast construction and holes blocking structure |
-
2015
- 2015-06-29 CN CN201520454882.9U patent/CN205012372U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396985A (en) * | 2018-03-29 | 2018-08-14 | 广州地铁设计研究院有限公司 | Holes blocking precast construction and holes blocking structure |
| CN108396985B (en) * | 2018-03-29 | 2023-11-24 | 广州地铁设计研究院股份有限公司 | Hole plugging structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160203 Termination date: 20170629 |