CN203831573U - Prestress tension plate force bearing pile - Google Patents
Prestress tension plate force bearing pile Download PDFInfo
- Publication number
- CN203831573U CN203831573U CN201420218187.8U CN201420218187U CN203831573U CN 203831573 U CN203831573 U CN 203831573U CN 201420218187 U CN201420218187 U CN 201420218187U CN 203831573 U CN203831573 U CN 203831573U
- Authority
- CN
- China
- Prior art keywords
- load
- force bearing
- stanchion
- bearing pile
- tension plate
- 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
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 239000007787 solid Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a prestress tension plate force bearing pile which comprises a force bearing pile body, rivets and a reinforcement support. The force bearing pile body is hollow, one upper corner of the force bearing pile body is provided with a downward inclined wedge, the side face of the force bearing pile body and a prestress tension plate are attached and fixed through the rivets, and the reinforcement support which is downwards inclined to the ground is fixed to the side face of the force bearing pile body. The force bearing pile not only can bear stress borne by the prestress tension plate to prevent the prestress tension plate from deforming or being broken, but also can guarantee that the prestress tension plate is always perpendicular to the ground and does not incline, so that the high forming degree of solid square piles is guaranteed, manufactured concrete square piles are good in quality, and guarantee is provided for high-quality products.
Description
Technical field
the utility model relates to a kind of bearing column pilework, the especially firm in structure and prestressing force arm-tie bearing column stake that can bear larger stress.
Background technology
at present, when with concrete casting solid square pile, need to use prestressing force arm-tie, in the process of square pile moulding, prestressing force arm-tie can bear larger stress, and often because stressed excessive and fracture or distortion, if can provide the load stanchion of sharing stress for prestressing force arm-tie, not only can increase the service life of prestressing force arm-tie, also to site construction, bring very large inconvenience.
Utility model content
in order to solve prestressing force arm-tie easily because of the stressed excessive problem that ruptures or be out of shape, the utility model provides the stake of a kind of prestressing force arm-tie bearing column, this load stanchion not only can be shared the stress that prestressing force arm-tie is subject to, prevent the distortion of prestressing force arm-tie or fracture, and can keep prestressing force arm-tie all the time in the state perpendicular to ground, can run-off the straight, thereby guaranteed that solid square pile has higher forming degree, guarantee that the concrete square pile of making has quality really up to the mark, also for creating quality product, provide guarantee.
the utility model solves the technical scheme that its technical problem adopts: this load stanchion comprises load stanchion body, rivet and strengthens supporting; This load stanchion is provided with the load stanchion body of an inner hollow, the place, a upper angle of load stanchion body is made as downward-sloping wedge, the side of described load stanchion body and prestressing force arm-tie are close to fixing by rivet, the side of load stanchion body is fixed with the reinforcement support that slopes down to ground.During construction, prestressing force arm-tie is fixed on to the side of load stanchion body, load stanchion body is vertically fixed in underground groove, subsurface is inserted in the bottom of strengthening supporting, be connected with trench wall, play fastening effect, and can prevent that load stanchion is crooked or mobile.
described underground groove is steel plate groove, and this steel plate groove surrounding and concrete pedestal are mutually permanently connected, and forms a complete and firm integral body.
the beneficial effects of the utility model are, this load stanchion not only can be shared the stress that prestressing force arm-tie is subject to, prevent the distortion of prestressing force arm-tie or fracture, and can keep prestressing force arm-tie all the time in the state perpendicular to ground, can run-off the straight, thereby guaranteed that solid square pile has higher forming degree, guaranteed that the concrete square pile of making has quality really up to the mark, also for creating quality product, provide guarantee.
Accompanying drawing explanation
below in conjunction with drawings and Examples, the utility model is described in further detail.
fig. 1 is structural principle schematic diagram of the present utility model.
in Fig. 1,1. load stanchion body, 2. rivet, 3. prestressing force arm-tie, 4. ground, 5. strengthens supporting.
The specific embodiment
in Fig. 1, this load stanchion comprises load stanchion body 1, rivet 2 and strengthens supporting 5; This load stanchion is provided with the load stanchion body 1 of an inner hollow, the place, a upper angle of load stanchion body 1 is made as downward-sloping wedge, the side of described load stanchion body 1 and prestressing force arm-tie 3 are close to fixing by rivet 2, the side of load stanchion body 1 is fixed with the reinforcement support 5 that slopes down to ground 4.During construction, prestressing force arm-tie 3 is fixed on to the side of load stanchion body 1, in the groove that load stanchion body 1 is vertically fixed under ground 4,4 times, the insertion ground, bottom of reinforcement support 5, be connected with trench wall, play fastening effect, and can prevent that load stanchion is crooked or mobile.
groove under described ground 4 is steel plate groove, and this steel plate groove surrounding and concrete pedestal are mutually permanently connected, and forms a complete and firm integral body.
Claims (3)
1.
the stake of prestressing force arm-tie bearing column, this load stanchion comprises load stanchion body (1), rivet (2) and strengthens supporting (5), it is characterized in that, this load stanchion is provided with the load stanchion body (1) of an inner hollow, the place, a upper angle of load stanchion body (1) is made as downward-sloping wedge, and the side of load stanchion body (1) is fixed with the reinforcement support (5) that slopes down to ground (4).
2.
prestressing force arm-tie bearing column according to claim 1 stake, is characterized in that, the side of described load stanchion body (1) and prestressing force arm-tie (3) are close to fixing by rivet (2).
3.
prestressing force arm-tie bearing column according to claim 1 stake, is characterized in that, the groove under described ground (4) is steel plate groove, and this steel plate groove surrounding and concrete pedestal are mutually permanently connected, and forms a complete and firm integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420218187.8U CN203831573U (en) | 2014-04-30 | 2014-04-30 | Prestress tension plate force bearing pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420218187.8U CN203831573U (en) | 2014-04-30 | 2014-04-30 | Prestress tension plate force bearing pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203831573U true CN203831573U (en) | 2014-09-17 |
Family
ID=51509456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420218187.8U Expired - Fee Related CN203831573U (en) | 2014-04-30 | 2014-04-30 | Prestress tension plate force bearing pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203831573U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109445154A (en) * | 2018-12-17 | 2019-03-08 | 武汉华星光电半导体显示技术有限公司 | A kind of display panel |
-
2014
- 2014-04-30 CN CN201420218187.8U patent/CN203831573U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109445154A (en) * | 2018-12-17 | 2019-03-08 | 武汉华星光电半导体显示技术有限公司 | A kind of display panel |
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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 |
Granted publication date: 20140917 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |