CN2913459Y - Pile configuration structure for industrial factory building - Google Patents
Pile configuration structure for industrial factory building Download PDFInfo
- Publication number
- CN2913459Y CN2913459Y CN 200620200494 CN200620200494U CN2913459Y CN 2913459 Y CN2913459 Y CN 2913459Y CN 200620200494 CN200620200494 CN 200620200494 CN 200620200494 U CN200620200494 U CN 200620200494U CN 2913459 Y CN2913459 Y CN 2913459Y
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- CN
- China
- Prior art keywords
- framed bent
- gable
- bearing platform
- corner post
- post
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Abstract
The utility model discloses a pile foundation arrangement structure for industrial factory building, which comprises a gable ground beam, a longitudinal ground beam, a framed bent corner post bearing platform and a framed bent longitudinal post bearing platform for bearing framed bent post, a gable post bearing platform for bearing gable post, wherein the two ends of the longitudinal ground beam are respectively installed on the framed bent corner post bearing platform and the framed bent longitudinal post bearing platform, three foundation piles arranged in triangle shape are installed at the bottom of the framed bent corner post bearing platform, one end of the gable ground beam is installed on the gable post bearing platform, and the other end of the gable ground beam is installed on the framed bent corner post bearing platform. The utility model eliminates the tension stress of concrete at the upper part of the corner post bearing platform, fulfills the bearing capacity requirements of corner post bearing platform when the industrial factory building is relatively high and the load of the gable ground beam is relatively large, eliminates potential safety hazard, makes the entire structure reasonable, and guarantees the safety of structure.
Description
Technical field:
The utility model relates to a kind of pile foundation configuration structure of industrial premises.
Background technology:
The general industry factory building mostly is bent structure, reinforced concrete pile or brick wall space enclosing structure greatly, and when soil supporting layer was dark, pile foundation was made on the basis of framed bent post and gable post usually.Because the height of industrial premises is not too high, generally below 20m, the framed bent post is stressed less, adopts single pile or two can satisfy requirement for bearing capacity.When adopting single pile base cushion cap, linking beam should be set at the both direction of square crossing, but because the framed bent span is generally bigger, it is uneconomical to establish linking beam along the framed bent direction, therefore the two pile foundation cushion caps that adopt promptly are provided with two along framed bent span direction more, and other direction is made linking beam (footing beam of holding concurrently).But for the corner post of framed bent, because the distance of nearly 600mm is arranged from framed bent limit axis, be bearing in gable grade beam load action line on the corner post foundation platform beyond the foundation pile scope, at this moment the superstructure tension of corner post foundation platform, for eliminating the tensile stress that is subjected to of corner post foundation platform top concrete, generally need be at gable grade beam bearing position, the top configuration tensile reinforcement of corner post foundation platform, this way when factory building not high, the load of gable grade beam hour, still can accept, but it is higher to work as factory building, when the load of gable grade beam is big, just there is certain potential safety hazard.
Summary of the invention:
The purpose of this utility model is: provide a kind of and both can satisfy requirement for bearing capacity, the pile foundation configuration structure of safe and reliable again industrial premises is to overcome the deficiencies in the prior art.
The utility model is to constitute like this: it comprises gable grade beam (1), vertical grade beam (2), be used to carry the framed bent corner post foundation platform (4) and the vertical patten cushion cap of framed bent (6) of framed bent post (7), and the gable patten cushion cap (5) that is used to carry gable post (8), vertically the two ends of grade beam (2) place respectively on framed bent corner post foundation platform (4) and the vertical patten cushion cap of framed bent (6), be provided with three foundation piles that are triangularly arranged (3) in the bottom of framed bent corner post foundation platform (4), one end of gable grade beam (1) places on the gable patten cushion cap (5), and the other end places on the framed bent corner post foundation platform (4).
Owing to adopted technique scheme, the utility model makes the basis of factory building framed bent corner post foundation platform into three pileworks by original two, and the gable grade beam is bearing on three the framed bent corner post foundation platform, the load action line of gable grade beam is dropped in the leg-of-mutton foundation pile scope, this moment framed bent corner post base cushion cap the bottom tension, eliminated the tensile stress that is subjected to of corner post foundation platform top concrete, satisfied when factory building higher, the requirement for bearing capacity of the big hour angle patten cushion cap of the load of gable grade beam, eliminated potential safety hazard, make total stressed rationally, guaranteed the safety of structure.
Description of drawings:
Accompanying drawing 1 is a partial structurtes schematic diagram of the present utility model;
Accompanying drawing 2 is the A-A sectional drawing of accompanying drawing 1.
The specific embodiment:
Embodiment of the present utility model: shown in accompanying drawing 1 or accompanying drawing 2, at the vertical patten cushion cap 6 of the framed bent that is used to carry framed bent post 7 be used to carry the bottom of gable patten cushion cap 5 of gable post 8 each plays two foundation stakes 3 along its length respectively, three foundation stakes 3 are played in bottom at the framed bent corner post base cushion cap 4 that is used to carry framed bent post 7, three foundation stakes 3 are equilateral triangle and arrange, and mix an amount of reinforcing bar in the bottom of framed bent corner post base cushion cap 4, to satisfy the requirement of bearing capacity, guarantee the safety of structure.Two ends with vertical grade beam 2 place respectively on framed bent corner post foundation platform 4 and the vertical base for post cushion cap 6 of framed bent then, and an end of gable grade beam 1 is placed on the gable patten cushion cap 5, and the other end places on the framed bent corner post foundation platform 4 and gets final product.
Claims (1)
1. the pile foundation configuration structure of an industrial premises, it comprises gable grade beam (1), vertical grade beam (2), be used to carry the framed bent corner post foundation platform (4) and the vertical patten cushion cap of framed bent (6) of framed bent post (7), and the gable patten cushion cap (5) that is used to carry gable post (8), vertically the two ends of grade beam (2) place respectively on framed bent corner post foundation platform (4) and the vertical patten cushion cap of framed bent (6), it is characterized in that: be provided with three foundation piles that are triangularly arranged (3) in the bottom of framed bent corner post foundation platform (4), one end of gable grade beam (1) places on the gable patten cushion cap (5), and the other end places on the framed bent corner post foundation platform (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620200494 CN2913459Y (en) | 2006-06-09 | 2006-06-09 | Pile configuration structure for industrial factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620200494 CN2913459Y (en) | 2006-06-09 | 2006-06-09 | Pile configuration structure for industrial factory building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2913459Y true CN2913459Y (en) | 2007-06-20 |
Family
ID=38168057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620200494 Expired - Fee Related CN2913459Y (en) | 2006-06-09 | 2006-06-09 | Pile configuration structure for industrial factory building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2913459Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953057A (en) * | 2014-05-13 | 2014-07-30 | 浙江海洋学院 | Pile foundation for preventing soft soil foundation from disengaging |
| CN105544589A (en) * | 2015-12-15 | 2016-05-04 | 贵州电力设计研究院 | Beam-column foundation structure of stand tower in large karst cave |
-
2006
- 2006-06-09 CN CN 200620200494 patent/CN2913459Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953057A (en) * | 2014-05-13 | 2014-07-30 | 浙江海洋学院 | Pile foundation for preventing soft soil foundation from disengaging |
| CN105544589A (en) * | 2015-12-15 | 2016-05-04 | 贵州电力设计研究院 | Beam-column foundation structure of stand tower in large karst cave |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INSTITUTE C Free format text: FORMER OWNER: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. Effective date: 20110524 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 550004 NO. 208, BEIJING ROAD, GUIYANG CITY, GUIZHOU PROVINCE TO: 550081 NO.2, JINZHU ROAD, JINYANG NEW DISTRICT, GUIYANG CITY, GUIZHOU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110524 Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070620 Termination date: 20140609 |