CN202689019U - Novel floor pile and cushion cap connecting structure - Google Patents
Novel floor pile and cushion cap connecting structure Download PDFInfo
- Publication number
- CN202689019U CN202689019U CN 201220336561 CN201220336561U CN202689019U CN 202689019 U CN202689019 U CN 202689019U CN 201220336561 CN201220336561 CN 201220336561 CN 201220336561 U CN201220336561 U CN 201220336561U CN 202689019 U CN202689019 U CN 202689019U
- Authority
- CN
- China
- Prior art keywords
- cushion cap
- stake
- pile
- terrace
- connecting structure
- 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 - Lifetime
Links
Images
Landscapes
- Floor Finish (AREA)
Abstract
A novel floor pile and cushion cap connecting structure comprises a floor structural plate, a cushion cap and a pile, wherein the floor structural plate is integrated with the cushion cap; and the pile stretches into the lower part of the cushion cap. The novel floor pile and cushion cap connecting structure is simple in structure and convenient to construct, the construction period is shortened and the cost is reduced.
Description
Technical field
The utility model relates to pile foundation structure, especially a kind of terrace stake and cushion cap syndeton.
Background technology
Pile foundation is that a kind of general of many Bases in High Building Constructions also is important basic pattern, jointly is comprised of foundation pile and the cushion cap that is connected in the stake top.When pile foundation is used for building construction, owing to bear shearing and moment of flexure at the bottom of the very large post at the bottom of the bottom column, need to be converted into pressure by the cushion cap that is connected in post and stake and be delivered in the stake, guarantee the reliable of power transmission so must anchor into cushion cap by stake top connecting reinforcement between stake and the cushion cap.
In soft clay area, in order to reduce surface settlement, improve the carrying on ground, in industrial construction, adopt the terrace stake earth construction of equidistantly arranging very general, and general industry building floor area is generally larger, the quantity of terrace stake is quite a lot of.
Summary of the invention
For the deficiency that complex structure, construction bother, construction period is long, cost is high that overcomes existing pile foundation structure, the utility model provides a kind of simple structure, easy construction, shortening construction period, reduces Novel terrace stake and the cushion cap syndeton of cost.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of Novel terrace stake and cushion cap syndeton comprise floor structure plate, cushion cap and stake, and described floor structure plate and cushion cap are one, and the bottom of described cushion cap is stretched in described stake.
Further, described height c scope that stretches into the bottom of described cushion cap is 100mm ~ 150mm.
Technical conceive of the present utility model is: taken into full account the loading characteristic of terrace stake, simplified it and connected structure, made things convenient for construction.This connection structure is comprised of stake, cushion cap, terrace plate; Stretch into the length c of cushion cap by stake, realize the structure that is articulated and connected of terrace single pile and cushion cap, guaranteed that the terrace Load Transfer is to the terrace stake.
The beneficial effects of the utility model are mainly manifested in: under the reliable delivery of the power of assurance, so that simple structure, cost is saved in easy construction, has significant economic benefit.This connection structure can be applicable to the floor structure of soft clay area industrial construction.
Description of drawings
Fig. 1 is the plan view of Novel terrace stake and cushion cap syndeton.
Fig. 2 is the sectional view of Novel terrace stake and cushion cap syndeton.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
See figures.1.and.2, a kind of Novel terrace stake and cushion cap syndeton comprise floor structure plate 1, cushion cap 2 and stake 3, and described floor structure plate 1 and cushion cap 2 are one, and the bottom of described cushion cap 2 is stretched in described stake 3.
Further, the described stake 3 height c scopes that stretch into the bottom of described cushion cap 2 are 100mm ~ 150mm.
In the present embodiment, connect structure and connect simply, easy construction, saving construction cost has preferably economy.Calculate the equally spaced in the plane terrace stake of arranging according to the load situation of terrace, the terrace stake is connected structure by floor structure plate 1 and cushion cap 2 integral cast-in-situs with cushion cap, and 3 directly are connected with cushion cap 2 by stretching into cushion cap 2 certain length.The height c scope that cushion cap is stretched in stake is 100mm ~ 150mm.The pattern of stake can be the piles with different types such as prestressed concrete pipe pile, precast concrete square pile, cast-in-place concrete pile.
Claims (2)
1. a Novel terrace stake and cushion cap syndeton comprise floor structure plate, cushion cap and stake, and it is characterized in that: described floor structure plate and cushion cap are one, and the bottom of described cushion cap is stretched in described stake.
2. Novel terrace stake as claimed in claim 1 and cushion cap syndeton is characterized in that: the height c scope that the bottom of described cushion cap is stretched in described stake is 100mm ~ 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220336561 CN202689019U (en) | 2012-07-12 | 2012-07-12 | Novel floor pile and cushion cap connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220336561 CN202689019U (en) | 2012-07-12 | 2012-07-12 | Novel floor pile and cushion cap connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689019U true CN202689019U (en) | 2013-01-23 |
Family
ID=47544659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220336561 Expired - Lifetime CN202689019U (en) | 2012-07-12 | 2012-07-12 | Novel floor pile and cushion cap connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202689019U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747741A (en) * | 2012-07-12 | 2012-10-24 | 苏州工业园区设计研究院股份有限公司 | Novel floor pile and pile cap connecting structure |
| CN106522064A (en) * | 2016-12-02 | 2017-03-22 | 北京仁创生态环保科技股份公司 | Pedestrian way sponge brick frame and pedestrian way paving structure |
-
2012
- 2012-07-12 CN CN 201220336561 patent/CN202689019U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747741A (en) * | 2012-07-12 | 2012-10-24 | 苏州工业园区设计研究院股份有限公司 | Novel floor pile and pile cap connecting structure |
| CN106522064A (en) * | 2016-12-02 | 2017-03-22 | 北京仁创生态环保科技股份公司 | Pedestrian way sponge brick frame and pedestrian way paving structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203639942U (en) | Arched retaining wall | |
| CN201915422U (en) | Counterfort retaining wall on high slope | |
| CN200964585Y (en) | All-bushing perfusion stake bitten cement earth stake | |
| CN202689019U (en) | Novel floor pile and cushion cap connecting structure | |
| CN202936804U (en) | Prestressed pile based on post-tensioning method | |
| CN202194155U (en) | Prestressed steel strand anchor bolt combined prefabricated cylindrical fan foundation | |
| CN102888855B (en) | Combined balance weight retaining wall | |
| CN202767102U (en) | Combined type balance weight retaining wall | |
| CN102747741A (en) | Novel floor pile and pile cap connecting structure | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN201981549U (en) | Precast electric pole pile | |
| CN204186086U (en) | Movable plank house bracing means | |
| CN203654267U (en) | Concrete prefabricated pile | |
| CN206887980U (en) | A kind of integrated bracket basis of antifreeze pile | |
| CN202969405U (en) | Cup-shaped concrete foundation of wind power generation tower | |
| CN203904972U (en) | Anti-soil leaking combined support pile | |
| CN202000463U (en) | Prefabricated reinforced concrete drainage inspection well | |
| CN204356793U (en) | A kind of assembling hollow reinforced concrete independent foundation | |
| CN203361184U (en) | Tower foundation form of overhead transmission line | |
| CN202865868U (en) | Cantilever-type counterfort-type retaining wall of pile foundation | |
| CN201554035U (en) | Horseshoe pre-cast block-type wall board structure used in reinforced earth retaining walls | |
| CN202905737U (en) | Solar energy bracket fixed structure and solar photovoltaic bracket | |
| CN201826326U (en) | Foundation of deep-excavation tower crane | |
| CN201321612Y (en) | Prestressing pipe pile for buildings | |
| CN205444227U (en) | Strenghthened type rock long anchor rod formula foundation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Suzhou City, Jiangsu province 215028 Industrial Park Suzhou Bada Street No. 111 Patentee after: Zhongheng Design Group Co.,Ltd. Address before: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Patentee before: SUZHOU INDUSTRIAL PARK DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130123 |