CN204780937U - Improve supporting construction of anti power of a basement fender pile level - Google Patents
Improve supporting construction of anti power of a basement fender pile level Download PDFInfo
- Publication number
- CN204780937U CN204780937U CN201520147240.4U CN201520147240U CN204780937U CN 204780937 U CN204780937 U CN 204780937U CN 201520147240 U CN201520147240 U CN 201520147240U CN 204780937 U CN204780937 U CN 204780937U
- Authority
- CN
- China
- Prior art keywords
- basement
- soldier pile
- fender pile
- shear wall
- waist rail
- 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.)
- Expired - Fee Related
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses an improve supporting construction of anti power of a basement fender pile level, this structure is including setting up the interior fender pile of room foundation ditch underground, set up a waist rail of connecting each fender pile on a fender pile, to one side supporting beam one end supports underground on the bracket on the bottom plate of room, direct top was on the waist rail after the other end passed basement shear force reservation mouth on the wall, be provided with horizontal angle brace underground on the waist rail of room corner both sides, the room shear force wall outside is provided with the concrete short column of a group link basement shear force wall and a fender pile underground, basement shear force wall passes through the concrete short column with a fender pile and is connected whole of formation. The bright not only simple structure of this law, the construction is swift, convenient, has improved the anti power of level of a fender pile in addition greatly, and construction cost can also be practiced thrift simultaneously to guarantee construction safety, the reduction of erection time, improves economic benefits.
Description
Technical field
The utility model relates to a kind of supporting and protection structure improving basement soldier pile horizontal resist forces, belongs to basement or Foundation Pit Construction technical field.
Background technology
For the deep foundation of highrise building, its foundation ditch feature is that the time is long, input is larger, and in Construction Process of Engineering Project, therefore supporting and protection structure engineering belongs to building foundation engineering important component part.At present, in the process of basement supporting construction, cave in prevent foundation ditch inwall, improve the stability of pattern foundation pit supporting structure, a large amount of raker beam is often set inside basement shear wall for supporting the soldier pile in foundation ditch, increase horizontal angle brace for improving the horizontal resist forces of soldier pile further in basement corner simultaneously, but raker beam and horizontal angle brace generally all can be arranged within the scope of basement, therefore during construction basement shear wall, raker beam and horizontal angle brace can all be transverse on the shear wall of basement corner, not only affect the construction of shear wall, and the waterproof effect of basement shear wall will reduce greatly, cause basement construction claim for eot, construction quality reduces.
Utility model content
The purpose of this utility model is, there is provided that a kind of structure is simple, the supporting and protection structure of quick construction, lower-cost raising basement soldier pile horizontal resist forces, not only facilitate basement shear wall construction, and can effectively avoid basement to seep water, the horizontal resist forces of soldier pile can also be improve simultaneously, and decrease the usage quantity of raker beam, save construction cost.
The technical solution of the utility model: a kind of supporting and protection structure improving basement soldier pile horizontal resist forces, comprise the soldier pile be arranged in basement foundation ditch, soldier pile arranges the waist rail that connects each soldier pile, raker beam one end is supported on the bracket on basement bottom board, after the other end passes the reserved opening on basement shear wall, immediate roof is on waist rail, the waist rail of both sides, basement corner is provided with horizontal angle brace, one group of concrete short column connecting basement shear wall and soldier pile is had in basement shear wall arranged outside, basement shear wall and soldier pile are connected to form an entirety by concrete short column.
Every root soldier pile is provided with the concrete short column that connects dark beam on basement shear wall.
Steel plate for sealing water is embedded with at the periphery of reserved opening.
Owing to adopting technique scheme, the utility model has the advantage of: the utility model arranges the waist rail that connects each soldier pile on soldier pile, therefore raker beam is adopted to be supported on after on waist rail, the horizontal thrust that raker beam produces will be evenly distributed on each soldier pile, not only increase the horizontal resist forces of soldier pile like this, and decrease the usage quantity of raker beam, save construction cost.Simultaneously, the utility model makes basement shear wall and soldier pile be connected to form an entirety by concrete short column, which further increases the horizontal resist forces of soldier pile, and concrete short column is arranged on the outside of basement shear wall, the construction of basement shear wall can not be affected.In addition, steel plate for sealing water is embedded in the periphery of reserved opening by the utility model, after this layer of basement bottom board and shear wall construction complete, directly reserved opening and last layer basement shear wall together can be built, such reserved opening need not carry out later stage repairing, not only increase efficiency of construction, the reduction of erection time, and steel plate for sealing water effectively can ensure the anti-seepage effect of reserved opening.Therefore, the bright not only structure of this law is simple, quick construction, convenience, and the horizontal resist forces substantially increasing soldier pile, ensures construction safety, can also save construction cost, the reduction of erection time simultaneously, increase economic efficiency.
Accompanying drawing explanation
Fig. 1 is the top view of the utility model structural representation;
Fig. 2 is structural representation when raker beam and basement shear wall cross in the utility model;
Fig. 3 is the left view of Fig. 2.
Description of reference numerals: 1-basement bottom board, 2-basement shear wall, 3-raker beam, 4-bracket, the horizontal angle brace of 5-, 6-soldier pile, 7-concrete short column, 8-waist rail, 9-steel plate for sealing water, 10-reserved opening, the dark beam of 11-.
Detailed description of the invention
In order to make the utility model object, technical scheme and advantage clearly, below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment
As shown in Figure 1, a kind of supporting and protection structure improving basement soldier pile horizontal resist forces of the present utility model, comprise the soldier pile 6 be arranged in basement foundation ditch, soldier pile 6 arranges the waist rail 8 that connects each soldier pile 6, raker beam 3 one end is supported on the bracket 4 on basement bottom board 1, after the other end passes the reserved opening 10 on basement shear wall 2, immediate roof is on waist rail 8, the waist rail 8 of both sides, basement corner is provided with horizontal angle brace 5, one group of concrete short column 7 connecting basement shear wall 2 and soldier pile 6 is had in basement shear wall 2 arranged outside, basement shear wall 2 and soldier pile 6 are connected to form an entirety by concrete short column 6.In order to improve the horizontal resist forces improving soldier pile 6 further, the concrete short column 6 that connects dark beam 11 on basement shear wall 2 can be provided with on every root soldier pile 6.See Fig. 2 and Fig. 3, after basement shear wall construction completes, needing preformed hole to carry out shutoff, in order to prevent reserved opening 10 from occurring Seepage, being embedded with steel plate for sealing water 9 at the periphery of reserved opening 10.
See Fig. 1 ~ 3, during construction, first the waist rail 8 that connects each soldier pile 6 is set on basement soldier pile 6, then builds basement bottom board 1 and basement shear wall 2.When building basement bottom board 1 and basement shear wall 2, basement bottom board 1 arranges bracket 4, reserved opening 10 is set on basement shear wall 2 simultaneously, and steel plate for sealing water 9 is embedded in the periphery of reserved opening 10, after basement bottom board 1 and basement shear wall 2 reach design strength, raker beam 3 one end is adopted to be supported on the bracket 4 on basement bottom board 1, after the other end passes the reserved opening 10 on basement shear wall 2, immediate roof is on waist rail 8, be supported on the waist rail 8 of both sides at the horizontal angle brace 5 of basement corner employing simultaneously, outside basement shear wall 2, now make the concrete short column 7 that a group connects basement shear wall 2 and soldier pile 6, described concrete short column 7 one end is fixedly connected with the dark beam 11 on basement shear wall 2, the other end is fixedly connected with the waist rail 8 on soldier pile 6, basement shear wall 2 is made to be connected to form an entirety by concrete short column 6 and soldier pile 6.Because dark beam 11 is reinforced concrete structure, its structural strength is greater than other positions of basement shear wall 2, is therefore arranged on by concrete short column 7 on dark beam 11 and can forms reliable support system.After concrete short column 6 reaches design strength, remove raker beam 3 and horizontal angle brace 5, then reserved opening 10 and last layer basement shear wall 2 are together built, not only increase efficiency of construction, reduction of erection time, and steel plate for sealing water 9 effectively can ensure the anti-seepage effect of reserved opening 10.
Claims (3)
1. one kind is improved the supporting and protection structure of basement soldier pile horizontal resist forces, comprise the soldier pile (6) be arranged in basement foundation ditch, it is characterized in that: the waist rail (8) that connects each soldier pile (6) is set on soldier pile (6), raker beam (3) one end is supported on the bracket (4) on basement bottom board (1), the other end through the reserved opening (10) on basement shear wall (2) afterwards immediate roof on waist rail (8), the waist rail (8) of both sides, basement corner is provided with horizontal angle brace (5), one group of concrete short column (7) connecting basement shear wall (2) and soldier pile (6) is had in basement shear wall (2) arranged outside, basement shear wall (2) and soldier pile (6) are connected to form an entirety by concrete short column (6).
2. the supporting and protection structure of raising basement soldier pile horizontal resist forces according to claim 1, is characterized in that: every root soldier pile (6) is provided with the concrete short column (6) that connects the upper dark beam (11) of basement shear wall (2).
3. the supporting and protection structure of raising basement soldier pile horizontal resist forces according to claim 1, is characterized in that: be embedded with steel plate for sealing water (9) at the periphery of reserved opening (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520147240.4U CN204780937U (en) | 2015-03-16 | 2015-03-16 | Improve supporting construction of anti power of a basement fender pile level |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520147240.4U CN204780937U (en) | 2015-03-16 | 2015-03-16 | Improve supporting construction of anti power of a basement fender pile level |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204780937U true CN204780937U (en) | 2015-11-18 |
Family
ID=54521020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520147240.4U Expired - Fee Related CN204780937U (en) | 2015-03-16 | 2015-03-16 | Improve supporting construction of anti power of a basement fender pile level |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204780937U (en) |
-
2015
- 2015-03-16 CN CN201520147240.4U patent/CN204780937U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104929148B (en) | The upside-down mounting hardened system of generation power foundation of wind power ring group plinth and reinforcement means thereof | |
| CN103882869A (en) | Inclined supporting pile structure for foundation pit support and construction method thereof | |
| CN105649326A (en) | Template structure for plugging reserved hole in exterior wall and plugging method | |
| CN204152207U (en) | Hang the reinforcing construction of mould template | |
| CN105401580A (en) | Concrete pouring construction method for underground gallery | |
| CN104594389A (en) | Post-cast strip external wall plugging structure with elastic water stoppers | |
| CN204780937U (en) | Improve supporting construction of anti power of a basement fender pile level | |
| CN204510810U (en) | A kind of formwork structure for shutoff exterior wall reserved opening | |
| CN104452775A (en) | Prestress support used for foundation pit and construction method | |
| CN201679008U (en) | Rigid water drainage device for foundation pit | |
| CN204000885U (en) | Metro Deep Excavation concrete support hangs mould mould | |
| CN204282551U (en) | A kind of rubber fastening band installation and positioning structure | |
| CN204212180U (en) | A kind of reinforcing cage for basement plugging dewatering well | |
| CN204238443U (en) | A kind of detachable suspension column fastening devices | |
| CN204282371U (en) | A kind of pre-loaded support struts for foundation ditch | |
| CN106032670A (en) | Supporting structure and construction method for improving horizontal resistance of basement support pile | |
| CN106284372A (en) | The method for supporting of roof plate template during a kind of electric power ditch is integrated poured | |
| CN204941571U (en) | A kind of railway tunnel supporting and protection structure of improvement | |
| CN204492851U (en) | Metro built by mining method transverse passage-way temporary support component | |
| CN205296173U (en) | Utilize structure of foundation ditch support system bearing tower crane | |
| CN204080821U (en) | A kind of steel work foundation ditch support replacement device | |
| CN204080820U (en) | A kind of concrete structure foundation ditch support replacement device | |
| CN204753601U (en) | Interior support supporting construction | |
| CN204023600U (en) | Pillar crane composite base structure | |
| CN204780936U (en) | Structure is propped in trading of horizontal angle brace of basement |
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 |
Granted publication date: 20151118 Termination date: 20200316 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |