CN213204084U - Explosion-proof building pile of resistance to compression - Google Patents
Explosion-proof building pile of resistance to compression Download PDFInfo
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- CN213204084U CN213204084U CN202021158388.5U CN202021158388U CN213204084U CN 213204084 U CN213204084 U CN 213204084U CN 202021158388 U CN202021158388 U CN 202021158388U CN 213204084 U CN213204084 U CN 213204084U
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Abstract
The utility model relates to the technical field of buildings, in particular to a compression-resistant and explosion-proof building pile, which comprises a pile body, a pile cap and a conical pile head, a first stress steel plate, a second stress steel plate and a first vertical steel column are arranged in the conical pile head, the second stress steel plate is arranged above the first stress steel plate, the top end of the first vertical steel column is fixedly connected with the first stress steel plate, a first carbon fiber layer is arranged between the first stress steel plate and the second stress steel plate, a plurality of second vertical steel columns are arranged in the pile body, the bottom end of the second vertical steel column is fixedly connected with a second stress steel plate, the top end of the second vertical steel column is fixedly connected with a third stress steel plate, the second vertical steel column is spirally wound with a first spiral steel column, and second carbon fiber layers are arranged on the outer surfaces of the pile body, the pile cap and the conical pile head. The utility model discloses simple structure can play the resistance to compression. Shock absorption and explosion prevention, low cost and strong practicability.
Description
Technical Field
The utility model belongs to the technical field of the building technology and specifically relates to a what relate to is an explosion-proof building pile of resistance to compression.
Background
The building pile is a building tool, mainly used for driving into soil to carry out the foundation device that its upper building supported. The application of building pile is very extensive, because the geology of each area is different, to the harder condition of geology, when beating building pile into, take place to rotate easily, explode phenomenons such as stake.
The building pile that foundation was used is beaten to current housing construction is one kind and has the reinforcing bar in, a pointed end, the building pile that the other end is flat, and this kind of building pile is beaten the underground after, need beat the cement on upper portion, exposes the reinforcing bar, both extravagant manpower, extravagant material again.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome above-mentioned not enough, provide an explosion-proof building pile of resistance to compression.
In order to achieve the above object, the technical solution of the present invention is: a pressure-resistant explosion-proof building pile, which comprises a pile body, a pile cap arranged at the top end of the pile body and a conical pile head arranged at the bottom end of the pile body, a first stress steel plate, a second stress steel plate and a first vertical steel column are arranged in the conical pile head, the second stress steel plate is arranged above the first stress steel plate, the top end of the first vertical steel column is fixedly connected with the first stress steel plate, a first carbon fiber layer is arranged between the first stress steel plate and the second stress steel plate, a plurality of second vertical steel columns are arranged in the pile body, the bottom end of the second vertical steel column is fixedly connected with a second stress steel plate, the top end of the second vertical steel column is fixedly connected with a third stress steel plate, concrete is filled in the pile body and the conical pile head, the first spiral steel column is spirally wound on the second vertical steel column, and the second carbon fiber layers are arranged on the outer surfaces of the pile body, the pile cap and the conical pile head.
Preferably, be provided with the backup pad in the pile cap, the backup pad top is provided with detachable apron, be provided with a plurality of reinforcing bar hole in the backup pad, after the pile is accomplished, unload the apron again and can continue the construction on building the pile, practice thrift manpower and material, the cost is reduced.
Preferably, a third carbon fiber layer is arranged between the support plate and the third stress steel plate, and the shock absorption effect is achieved.
Preferably, the pile cap and the support plate are connected into a whole.
Preferably, the cover plate is provided with a rotatable handle, and the cover plate is provided with a groove for placing the handle.
The utility model discloses a theory of operation: when driving building pile into the ground, the pile cap atress conducts to third stress steel sheet through the third carbon fiber layer, then conducts to the toper pile head through the vertical steel column of second, first spiral steel column, second stress steel sheet, first carbon fiber layer, first stress steel sheet to realize the effect of pile.
Through adopting foretell technical scheme, the beneficial effects of the utility model are that: the utility model discloses a be provided with the carbon fiber layer between first stress steel sheet and second stress steel sheet, between third stress steel sheet and the backup pad for when the pile is driven, the dispersed impact force plays shock attenuation, explosion-proof effect. The utility model discloses set up the carbon fiber layer at the surface of building pile, when the pile is being driven, the tensile strength of make full use of carbon fiber layer compensaties the less not enough of concrete tensile strength, makes its and building pile concrete warp harmoniously, and common atress improves the shock resistance of building pile, plays resistance to compression, shock attenuation, explosion-proof effect, reduces the breakage rate of building pile. Additionally, the utility model discloses still set up the detachable apron and have the backup pad in reinforcing bar hole on the pile cap, after the pile is accomplished, can unload the apron, practice thrift manpower and material, reduce cost. The utility model discloses simple structure can play the resistance to compression. Shock absorption and explosion prevention, low cost and strong practicability.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a top view of the present invention.
Description of the main reference numerals: (1, pile body; 11, second vertical steel column; 12, third stress steel plate; 13, first spiral steel column; 2, pile cap; 21, support plate; 22, cover plate; 23, reinforcement hole; 24, third carbon fiber layer; 25, handle; 26, groove; 3, conical pile head; 31, first stress steel plate; 32, second stress steel plate; 33, first vertical steel column; 34, first carbon fiber layer; 4, second carbon fiber layer).
Detailed Description
The invention is further described with reference to the following figures and specific examples.
The directional wording mentioned in the present invention, for example: upper, lower, inner, outer, etc., are referred to in the description only in the direction of fig. 1. Accordingly, the directional terminology used is for the purpose of illustration only and is not intended to be limiting of the invention.
As shown in fig. 1, a pressure-resistant and explosion-proof building pile includes a pile body 1, a pile cap 2 disposed at the top end of the pile body 1, and a conical pile head 3 disposed at the bottom end of the pile body 1, wherein a first stress steel plate 31, a second stress steel plate 32, and a first vertical steel column 33 are disposed in the conical pile head 3, the second stress steel plate 32 is disposed above the first stress steel plate 31, the top end of the first vertical steel column 33 is fixedly connected to the first stress steel plate 31, a first carbon fiber layer 34 is disposed between the first stress steel plate 31 and the second stress steel plate 32, a plurality of second vertical steel columns 11 are disposed in the pile body 1, the bottom ends of the second vertical steel columns 11 are fixedly connected to the second stress steel plate 32, the top ends of the second vertical steel columns 11 are fixedly connected to a third stress steel plate 12, the second vertical steel columns 11 are spirally wound with a first spiral steel column 13, concrete is filled in the pile body 1 and the conical pile head 3, and second carbon fiber layers 4 are arranged on the outer surfaces of the pile body 1, the pile cap 2 and the conical pile head 3.
The pile cap is characterized in that a support plate 21 is arranged in the pile cap 2, a detachable cover plate 22 is arranged above the support plate 21, a plurality of reinforcing steel bar holes 23 are formed in the support plate 21, and after pile driving is finished, the cover plate 22 is removed, so that construction can be continued on the construction pile, manpower and materials are saved, and cost is reduced.
And a third carbon fiber layer 24 is arranged between the support plate 21 and the third stress steel plate 12, and plays a role in shock absorption.
Preferably, the pile cap 2 is integrated with the support plate 21.
As shown in fig. 2, the cover plate 22 is provided with a rotatable handle 25, and the cover plate 22 is provided with a groove 26 for placing the handle 25.
The utility model discloses a theory of operation: when driving building pile into the ground in, pile cap 2 atress conducts to third stress steel sheet 12 through third carbon fiber layer 24, then conducts to toper pile head 3 through the vertical steel column 11 of second, first spiral steel column 13, second stress steel sheet 32, first carbon fiber layer 33, first stress steel sheet 31 to the effect of pile is realized.
The above description is only a preferred embodiment of the present invention, and the scope of the present invention should not be limited to the above description, and all the equivalent changes and decorations made according to the claims of the present invention should still fall within the scope covered by the present invention.
Claims (5)
1. The utility model provides an explosion-proof building pile of resistance to compression which characterized in that: comprises a pile body, a pile cap arranged at the top end of the pile body and a conical pile head arranged at the bottom end of the pile body, wherein a first stress steel plate, a second stress steel plate and a first vertical steel column are arranged in the conical pile head, the second stress steel plate is arranged above the first stress steel plate, the top end of the first vertical steel column is fixedly connected with the first stress steel plate, a first carbon fiber layer is arranged between the first stress steel plate and the second stress steel plate, a plurality of second vertical steel columns are arranged in the pile body, the bottom end of the second vertical steel column is fixedly connected with a second stress steel plate, the top end of the second vertical steel column is fixedly connected with a third stress steel plate, the second vertical steel column is spirally wound with a first spiral steel column, concrete is filled in the pile body and the conical pile head, and second carbon fiber layers are arranged on the outer surfaces of the pile body, the pile cap and the conical pile head.
2. The pressure-resistant explosion-proof building pile according to claim 1, characterized in that: the pile cap is provided with a supporting plate, a detachable cover plate is arranged above the supporting plate, and the supporting plate is provided with a plurality of reinforcing steel bar holes.
3. The pressure-resistant explosion-proof building pile according to claim 2, characterized in that: and a third carbon fiber layer is arranged between the support plate and the third stress steel plate.
4. The pressure-resistant explosion-proof building pile according to claim 2, characterized in that: the pile cap and the supporting plate are connected into a whole.
5. The pressure-resistant explosion-proof building pile according to claim 2, characterized in that: the cover plate is provided with a rotatable handle, and the cover plate is provided with a groove for placing the handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021158388.5U CN213204084U (en) | 2020-06-20 | 2020-06-20 | Explosion-proof building pile of resistance to compression |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021158388.5U CN213204084U (en) | 2020-06-20 | 2020-06-20 | Explosion-proof building pile of resistance to compression |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213204084U true CN213204084U (en) | 2021-05-14 |
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ID=75830867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021158388.5U Active CN213204084U (en) | 2020-06-20 | 2020-06-20 | Explosion-proof building pile of resistance to compression |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213204084U (en) |
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2020
- 2020-06-20 CN CN202021158388.5U patent/CN213204084U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230928 Address after: No. 280 Huancheng West Road, Xunzhong Town, Dehua County, Quanzhou City, Fujian Province, 362599 Patentee after: Quanzhou Jingzheng Construction Engineering Testing Co.,Ltd. Address before: 362000 the 1st and 2nd floors of the industrial building of Quanzhou Fengze Huashan Plastic Machinery Co., Ltd., Xunmei Industrial Zone, Chengdong street, Fengze District, Quanzhou City, Fujian Province Patentee before: Fujian Huacheng Engineering Research Institute Co.,Ltd. |
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| TR01 | Transfer of patent right |