CN211006639U - Anti-seismic building pile for building construction - Google Patents
Anti-seismic building pile for building construction Download PDFInfo
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- CN211006639U CN211006639U CN201921334133.7U CN201921334133U CN211006639U CN 211006639 U CN211006639 U CN 211006639U CN 201921334133 U CN201921334133 U CN 201921334133U CN 211006639 U CN211006639 U CN 211006639U
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Abstract
The utility model discloses an antidetonation type building pile for construction, including the pile foundation, the bottom fixedly connected with pile head of pile foundation, the equal fixedly connected with barb in both sides of pile foundation, the inner chamber cover of pile foundation is equipped with the support column, the bottom of support column is equipped with the removal steel sheet, the spout with removal steel sheet looks adaptation is all seted up to the bottom of pile foundation inner chamber both sides, the top of removing the steel sheet is equipped with second damping spring with the junction cover of pile foundation, the draw-in groove has all been seted up at the top of support column both sides, the inner chamber cover of draw-in groove is equipped with the reinforcing bar, the inboard of reinforcing bar is provided with first damping spring with the junction of draw-in. The utility model discloses a pile foundation, barb, pile head, reinforcing bar, pile cap, support column, first damping spring, draw-in groove, second damping spring, removal steel sheet and spout are mutually supported, can be when the building pile is used, can play shock-resistant effect to the building pile.
Description
Technical Field
The utility model relates to a construction equipment technical field specifically is an antidetonation type building pile for construction.
Background
The pile foundation is composed of foundation piles and a bearing platform connected to the pile top, if the pile body is completely buried in the soil, the bottom surface of the bearing platform is in contact with the soil body, the pile foundation is called a low bearing platform pile foundation, and if the upper part of the pile body is exposed out of the ground and the bottom of the bearing platform is located above the ground, the pile foundation is called a high bearing platform pile foundation. The building pile foundation is generally a low-bearing platform pile foundation, and the pile foundation is widely applied in high-rise buildings.
At present, a common building construction method is that building piles are driven down on a foundation before a building is built, but the existing building piles in the current market have poor anti-seismic effect when being used, so that the building piles are not good in use effect.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation type building pile for construction possesses plays antidetonation advantage to the building pile, has solved the not good problem of current building pile antidetonation effect.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an antidetonation type building pile for construction, includes the pile foundation, the bottom fixedly connected with pile head of pile foundation, the equal fixedly connected with barb in both sides of pile foundation, the inner chamber cover of pile foundation is equipped with the support column, the bottom of support column is equipped with the moving steel plate, the spout with moving steel plate looks adaptation is all seted up to the bottom of pile foundation inner chamber both sides, the top of moving steel plate is equipped with second damping spring with the junction cover of pile foundation, the draw-in groove has all been seted up at the top of support column both sides, the inner chamber cover of draw-in groove is equipped with reinforcing bar, reinforcing bar's inboard is provided with first damping spring with the junction of draw-in groove, the top fixedly connected with.
Preferably, the two sides of the pile foundation are fixedly connected with the joints of the barbs in a welding mode, and the inclination angle of each barb ranges from 55 degrees to 80 degrees.
Preferably, the number of the reinforcing steel bars is two, and the two reinforcing steel bars are in central symmetry with respect to the support column.
Preferably, the surface of the pile cap is coated with an anticorrosive paint.
Preferably, the two ends of the second damping spring are fixedly connected with the connection parts of the movable steel plate and the pile foundation in a welding mode.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses a pile foundation, barb, pile head, reinforcing bar, pile cap, support column, first damping spring, draw-in groove, second damping spring, removal steel sheet and spout are mutually supported, can be when the building pile is using, can play shock-resistant effect to the building pile, have avoided current building pile when using, and the building pile antidetonation effect is not good to lead to the not good situation of building pile result of use, be fit for using widely.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is the utility model discloses pile foundation inner chamber structure schematic diagram.
In the figure: 1. a pile foundation; 2. a barb; 3. pile head; 4. reinforcing steel bars; 5. a pile cap; 6. a support pillar; 7. a first damping spring; 8. a card slot; 9. a second damping spring; 10. moving the steel plate; 11. a chute.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to be referred must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "connected", and the like are to be construed broadly, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The standard parts used in the application document can be purchased from the market, and can be customized according to the description of the specification and the description of the attached drawings, the specific connection mode of each part adopts conventional means such as mature bolts, rivets, welding and the like in the prior art, and machines, parts and equipment adopt conventional models in the prior art.
The utility model discloses a pile foundation 1, barb 2, pile head 3, reinforcing bar 4, pile cap 5, support column 6, first damping spring 7, draw-in groove 8, second damping spring 9, removal steel sheet 10 and spout 11 part are the parts that universal standard spare or the technical staff in the field know, and its structure and principle all are this technical staff all can learn through the technical manual or learn through conventional test method.
Referring to fig. 1-2, an anti-seismic building pile for building construction comprises a pile foundation 1, wherein the joints of the two sides of the pile foundation 1 and barbs 2 are fixedly connected in a welding manner, the inclination angle of the barbs 2 is 55-80 degrees, the bottom of the pile foundation 1 is fixedly connected with a pile head 3, the two sides of the pile foundation 1 are fixedly connected with the barbs 2, an inner cavity of the pile foundation 1 is sleeved with a support column 6, the bottom of the support column 6 is provided with a movable steel plate 10, the bottoms of the two sides of the inner cavity of the pile foundation 1 are respectively provided with a chute 11 matched with the movable steel plate 10, the joint of the top of the movable steel plate 10 and the pile foundation 1 is sleeved with a second damping spring 9, the two ends of the second damping spring 9 are fixedly connected with the joints of the movable steel plate 10 and the pile foundation 1 in a welding manner, the tops of the two sides of the support column 6 are respectively provided with, and two reinforcing bar 4 are central symmetry about support column 6, reinforcing bar 4's inboard is provided with first damping spring 7 with draw-in groove 8's junction, support column 6's top fixedly connected with pile cap 5, anti-corrosion coating has been paintd on pile cap 5's surface, the utility model discloses a pile foundation 1, barb 2, pile head 3, reinforcing bar 4, pile cap 5, support column 6, first damping spring 7, draw-in groove 8, second damping spring 9, removal steel sheet 10 and spout 11 are mutually supported, can build the stake when using, can play shock-resistant effect to the building pile, avoided current building pile when using, building pile antidetonation effect is not good to lead to the not good situation of building pile result of use, be fit for using widely.
During the use, pile foundation 1 receives when vibrations on conveying support column 6 to power, convey power to removal steel sheet 10 through support column 6 on, remove steel sheet 10 through 11 cooperations of spout in pile foundation 1 and remove, removal steel sheet 10 conveys second damping spring 9 to power, carry out antidetonation through second damping spring 9, can play fixed effect to the building pile through reinforcing bar 4, when the building pile meets vibrations, through draw-in groove 8 with first damping spring 7 cooperation carry out antidetonation can.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an antidetonation type building pile for construction, includes pile foundation (1), its characterized in that: the bottom of the pile foundation (1) is fixedly connected with a pile head (3), both sides of the pile foundation (1) are fixedly connected with barbs (2), a supporting column (6) is sleeved in an inner cavity of the pile foundation (1), a movable steel plate (10) is arranged at the bottom of the supporting column (6), the bottoms of the two sides of the inner cavity of the pile foundation (1) are respectively provided with a sliding chute (11) matched with the movable steel plate (10), a second damping spring (9) is sleeved at the joint of the top of the movable steel plate (10) and the pile foundation (1), the tops of the two sides of the supporting column (6) are respectively provided with a clamping groove (8), the inner cavity of each clamping groove (8) is sleeved with a reinforcing steel bar (4), the joint of the inner side of the reinforcing steel bar (4) and the clamping groove (8) is provided with a first damping spring (7), and the top of the supporting column (6) is fixedly connected with a pile cap (5).
2. An earthquake-resistant building pile for building construction according to claim 1, characterized in that: the both sides of pile foundation (1) all are through welded form fixed connection with the junction of barb (2), and the inclination of barb (2) is 55-80 degrees.
3. An earthquake-resistant building pile for building construction according to claim 1, characterized in that: the number of the reinforcing steel bars (4) is two, and the two reinforcing steel bars (4) are centrosymmetric relative to the supporting column (6).
4. An earthquake-resistant building pile for building construction according to claim 1, characterized in that: and an anti-corrosion coating is coated on the surface of the pile cap (5).
5. An earthquake-resistant building pile for building construction according to claim 1, characterized in that: and the two ends of the second damping spring (9) are fixedly connected with the joints of the movable steel plate (10) and the pile foundation (1) in a welding mode.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921334133.7U CN211006639U (en) | 2019-08-16 | 2019-08-16 | Anti-seismic building pile for building construction |
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CN201921334133.7U CN211006639U (en) | 2019-08-16 | 2019-08-16 | Anti-seismic building pile for building construction |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113700021A (en) * | 2020-09-23 | 2021-11-26 | 李运筹 | Building foundation pile with high anti-seismic performance |
CN113802715A (en) * | 2021-10-09 | 2021-12-17 | 青岛新华友建工集团股份有限公司 | Vertical unbonded prestressed anti-seismic reinforcing structure of masonry building |
CN113882543A (en) * | 2021-10-13 | 2022-01-04 | 浙江城颐工程设计有限公司 | House building anti-seismic structure |
-
2019
- 2019-08-16 CN CN201921334133.7U patent/CN211006639U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113700021A (en) * | 2020-09-23 | 2021-11-26 | 李运筹 | Building foundation pile with high anti-seismic performance |
CN113700021B (en) * | 2020-09-23 | 2023-01-24 | 中顾国际工程咨询有限公司 | Building foundation pile with high anti-seismic performance |
CN113802715A (en) * | 2021-10-09 | 2021-12-17 | 青岛新华友建工集团股份有限公司 | Vertical unbonded prestressed anti-seismic reinforcing structure of masonry building |
CN113882543A (en) * | 2021-10-13 | 2022-01-04 | 浙江城颐工程设计有限公司 | House building anti-seismic structure |
CN113882543B (en) * | 2021-10-13 | 2022-11-11 | 浙江城颐工程设计有限公司 | House building anti-seismic structure |
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