CN216108451U - Building construction is consolidated with antidetonation type to building engineering construction - Google Patents
Building construction is consolidated with antidetonation type to building engineering construction Download PDFInfo
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- CN216108451U CN216108451U CN202121770116.5U CN202121770116U CN216108451U CN 216108451 U CN216108451 U CN 216108451U CN 202121770116 U CN202121770116 U CN 202121770116U CN 216108451 U CN216108451 U CN 216108451U
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- 238000010276 construction Methods 0.000 title claims abstract description 15
- 238000009435 building construction Methods 0.000 title description 2
- 238000009434 installation Methods 0.000 claims abstract description 27
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 7
- 230000000694 effects Effects 0.000 abstract description 15
- 238000001125 extrusion Methods 0.000 abstract description 6
- 239000002689 soil Substances 0.000 description 8
- 230000035939 shock Effects 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
The utility model discloses an anti-seismic reinforced building pile for building engineering construction, which comprises a pile body and an installation column, wherein the bottom of the pile body is fixedly connected with a pile head, the installation column is arranged on one side of the pile body, a mounting groove is formed in the pile body, a stabilizing mechanism is arranged on the inner wall of the mounting groove, the stabilizing mechanism comprises a fixing component and an anti-seismic component, the fixing component is arranged in the mounting groove, and the anti-seismic component is arranged in the pile body and is positioned above the fixing component. The utility model discloses a through setting up the installation piece in the erection column extrusion mounting groove, the inclined plane of four fixed plates of rethread installation piece extrusion makes the fixed plate remove and insert earth to the pile body outside to increase the area of contact of pile body and earth, strengthen fixed effect, prevent through setting up the limiting plate that the fixed plate from sliding to the pile body is inside, avoid installing the inclined plane that the piece can't extrude the fixed block, finally realize improving the effect of pile body stability.
Description
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to an earthquake-resistant reinforced building pile for constructional engineering construction.
Background
Deep foundations consisting of piles and pile caps (caps for short) connecting the tops of the piles or single-pile foundations consisting of columns and pile foundations, for short, pile foundations. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. In high-rise buildings, pile foundations are widely applied.
But current building pile all is regular circular or square, and during the use during general disect insertion ground, the vertical direction is fixed comparatively firm, but the stability of horizontal direction is not good, consequently, technical personnel in the field provide a building pile is consolidated with antidetonation type for the building engineering construction to solve the problem that provides among the above-mentioned background art.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model aims to provide an earthquake-resistant reinforced building pile for building engineering construction, which can enhance the fixing effect and improve the stability of the building pile.
In order to achieve the purpose, the utility model provides the following technical scheme:
an anti-seismic reinforced building pile for construction of building engineering comprises a pile body and a mounting column, wherein a pile head is fixedly connected to the bottom of the pile body, the mounting column is arranged on one side of the pile body, a mounting groove is formed in the pile body, and a stabilizing mechanism is arranged on the inner wall of the mounting groove;
the stabilizing mechanism comprises a fixing component and an anti-seismic component, the fixing component is arranged in the mounting groove, and the anti-seismic component is arranged in the pile body and is positioned above the fixing component;
through above-mentioned technical scheme, insert the pile body ground during the use, the pile body inserts behind the ground through the fixed subassembly of erection column extrusion, makes fixed subassembly stretch out and inserts in earth, increase area of contact improves stability, through setting up antidetonation subassembly, cushions vibrations.
Further, the fixing assembly comprises an installation block, the installation block is slidably connected to the inner wall of the installation groove, the inner bottom wall of the installation groove is slidably connected with four fixing plates, opposite sides of the four fixing plates are inclined planes, and the fixing plates are located below the installation block;
through above-mentioned technical scheme, after the pile body inserts ground, insert the pile body internally mounted piece with the erection column and remove, through the inclined plane of four fixed plates of installation piece extrusion, make the fixed plate remove and insert earth, when the fixed plate reaches the maximum distance, the installation piece will directly fall into the mounting groove bottom, makes the fixed plate unable reset, then extracts the erection column, through the area of contact of fixed plate increase pile body and earth, the effect of improvement stability.
Furthermore, a limiting plate is fixedly connected to the inner bottom wall of the mounting groove and is positioned among the four fixing plates;
through above-mentioned technical scheme, through setting up the limiting plate, the unable mounting groove of restriction fixed plate is inside to be slided, prevents that the unable inclined plane of extruding the fixed plate of installation piece.
Furthermore, a limiting block connected with the inner wall of the pile body in a sliding mode is arranged on one side, away from the limiting plate, of the fixing plate, one end of the limiting block is an inclined surface, the inclined surface of the limiting block is in contact with the surface of the fixing plate, and the other end of the limiting block is fixedly connected with a first spring fixedly connected with the inner wall of the pile body;
through above-mentioned technical scheme, through setting up the stopper, the restriction fixed plate slides to the pile body outside when not using, through the inclined plane and the first spring that set up stopper one end, makes the inclined plane that the fixed plate can extrude the stopper make the stopper shrink, makes the fixed plate can outwards stretch out.
Furthermore, the anti-seismic assembly comprises a pile core, the pile core is arranged in the pile body and positioned at the top of the mounting groove, first hydraulic dampers which are uniformly distributed are arranged between the pile core and the inner wall of the pile body, two ends of each first hydraulic damper are fixedly connected with the surface of the pile core and the inner wall of the pile body respectively, and auxiliary springs are arranged on the surfaces of the first hydraulic dampers;
through above-mentioned technical scheme, through the first hydraulic damper that the level set up between pile body and stake core, cushion the vibrations of horizontal direction, through setting up the supplementary first hydraulic damper of auxiliary spring and reset fast, promote the shock attenuation effect.
Furthermore, eight threaded holes are formed in the top of the pile core, a connecting plate is arranged at the top of the pile core, eight bolts are arranged inside the connecting plate, one ends of the bolts penetrate through the connecting plate and are in threaded connection with the threaded holes, a bearing platform is arranged at the top of the pile core and is located at the top of the pile body, second hydraulic dampers which are uniformly distributed are arranged between the bearing platform and the connecting plate, two ends of each second hydraulic damper are fixedly connected with the bottom of the bearing platform and the top of the connecting plate respectively, and auxiliary springs are arranged on the surfaces of the second hydraulic dampers;
through above-mentioned technical scheme, after the fixed plate stretches out the operation and accomplishes, through the bolt and the screw hole that set up with connecting plate and stake core fixed connection, the second hydraulic damper through vertical setting is connected cushion cap and connecting plate, cushions the vibrations of vertical direction, resets fast through setting up the supplementary second hydraulic damper of auxiliary spring, promotes the shock attenuation effect.
In conclusion, the utility model has the following beneficial effects:
1. through setting up the installation piece in the erection column extrusion mounting groove, the inclined plane of four fixed plates of rethread installation piece extrusion makes the fixed plate remove and insert earth to the pile body outside to the area of contact of increase pile body and earth strengthens fixed effect, prevents through setting up the limiting plate that the fixed plate from sliding to the pile body is inside, avoids the unable inclined plane of extruding the fixed block of installation piece, finally realizes the effect that improves pile body stability.
2. Through the first hydraulic damper who sets up the horizontal installation between pile body and the stake core, can cushion the vibrations of horizontal direction when taking place vibrations to reduce the atress of horizontal direction, through the second hydraulic damper of vertical setting between cushion cap and the connecting plate, can cushion the vibrations of vertical direction when vibrations take place, thereby reduce the atress of vertical direction, realize the shock-absorbing effect of building to the cushion cap top.
Drawings
FIG. 1 is a schematic structural view of the present embodiment;
FIG. 2 is a schematic sectional view of the present embodiment;
FIG. 3 is a schematic structural diagram of a fixing member according to the present embodiment;
FIG. 4 is a schematic view illustrating the connection between the fixing plate and the limiting block of the present embodiment;
fig. 5 is a schematic structural view of the seismic assembly of the present embodiment.
Description of reference numerals: 1. a pile body; 101. pile head; 102. mounting a column; 103. mounting grooves; 2. a fixing assembly; 201. mounting blocks; 202. a fixing plate; 203. a limiting plate; 204. a limiting block; 205. a first spring; 3. an anti-seismic assembly; 301. pile core; 302. a first hydraulic damper; 303. a connecting plate; 304. an auxiliary spring; 305. a second hydraulic damper; 306. a bearing platform; 307. a bolt; 308. a threaded bore.
Detailed Description
Example (b):
the present invention is described in further detail below with reference to figures 1-5.
An anti-seismic reinforced building pile for construction engineering construction comprises a pile body 1 and an installation column 102, a pile head 101 is fixedly connected to the bottom of the pile body 1, the installation column 102 is arranged on one side of the pile body 1, an installation groove 103 is formed in the pile body 1, a stabilizing mechanism is arranged on the inner wall of the installation groove 103 and comprises a fixing component 2 and an anti-seismic component 3, the fixing component 2 is arranged in the installation groove 103, the anti-seismic component 3 is arranged in the pile body 1 and located above the fixing component 2, the pile body 1 is inserted into the ground when the anti-seismic reinforced building pile is used, the fixing component 2 is extruded through the installation column 102 after the pile body 1 is inserted into the ground, the fixing component 2 extends out and is inserted into soil, the fixing effect is enhanced, the stability is improved, the anti-seismic component 3 is arranged to buffer vibration, and the influence of the vibration on the pile body 1 and a building is reduced;
the fixing member 2 includes a mounting block 201, the mounting block 201 is slidably coupled to an inner wall of the mounting groove 103, an inner bottom wall of the mounting groove 103 is slidably coupled with four fixing plates 202, opposite sides of the four fixing plates 202 are inclined surfaces, the fixing plates 202 are located below the mounting block 201, after the pile body 1 is inserted into the ground, the mounting post 102 is inserted into the pile body 1, the mounting block 201 in the mounting groove 103 is pressed by the mounting post 102 to move downwards, the mounting block 201 moves downwards to press the inclined surfaces of the four fixing plates 202, so that the fixing plates 202 move towards the outside of the pile body 1 and are inserted into the soil, when the fixing plate 202 moves to the maximum distance, the mounting block 201 will fall directly to the bottom of the mounting groove 103, making the fixing plate 202 unable to reset, then the mounting column 102 is pulled out to complete the extending operation of the fixing plate 202, so that the effect of increasing the contact area of the pile body 1 and the soil and improving the stability is achieved;
the inner bottom wall of the mounting groove 103 is fixedly connected with the limiting plates 203, the limiting plates 203 are positioned among the four fixing plates 202, and the situation that the fixing plates 202 slide towards the inside of the mounting groove 103 when not in use and the mounting block 201 cannot extrude the inclined plane of the fixing plate 202 when in use can be prevented by arranging the limiting plates 203;
a limiting block 204 connected with the inner wall of the pile body 1 in a sliding manner is arranged on one side, away from the limiting plate 203, of the fixing plate 202, one end of the limiting block 204 is an inclined surface, the inclined surface of the limiting block 204 is in contact with the surface of the fixing plate 202, the other end of the limiting block 204 is fixedly connected with a first spring 205 fixedly connected with the inner wall of the pile body 1, the fixing plate 202 can be prevented from sliding towards the outside of the pile body 1 when not in use by arranging the limiting block 204, and the limiting block 204 can be contracted by extruding the inclined surface of the limiting block 204 when in use through arranging the inclined surface of one end of the limiting block 204 and the first spring 205, so that the fixing plate 202 can extend outwards and be inserted into soil;
the anti-seismic component 3 comprises a pile core 301, the pile core 301 is arranged inside the pile body 1 and located at the top of the mounting groove 103, first hydraulic dampers 302 which are uniformly distributed are arranged between the pile core 301 and the inner wall of the pile body 1, two ends of each first hydraulic damper 302 are fixedly connected with the surface of the pile core 301 and the inner wall of the pile body 1 respectively, auxiliary springs 304 are arranged on the surfaces of the first hydraulic dampers 302, the first hydraulic dampers 302 are horizontally arranged between the pile body 1 and the pile core 301, when vibration occurs, the first hydraulic dampers 302 can buffer the vibration in the horizontal direction, the auxiliary springs 304 are arranged to help the first hydraulic dampers 302 to quickly reset, and the shock absorption effect of the first hydraulic dampers 302 is improved;
eight threaded holes 308 are formed in the top of the pile core 301, a connecting plate 303 is arranged on the top of the pile core 301, eight bolts 307 are arranged inside the connecting plate 303, one end of each bolt 307 penetrates through the connecting plate 303 and is in threaded connection with the threaded hole 308, a bearing platform 306 is arranged on the top of the pile core 301, the bearing platform 306 is located on the top of the pile body 1, second hydraulic dampers 305 which are uniformly distributed are arranged between the bearing platform 306 and the connecting plate 303, two ends of each second hydraulic damper 305 are fixedly connected with the bottom of the bearing platform 306 and the top of the connecting plate 303 respectively, an auxiliary spring 304 is arranged on the surface of each second hydraulic damper 305, after the fixing plate 202 is stretched out, the connecting plate 303 is fixedly connected with the pile core 301 through the bolts 307 and the threaded holes 308, the bearing platform 306 is connected with the connecting plate 303 through the second hydraulic dampers which are vertically arranged, and when vibration occurs, the second hydraulic damper 305 can buffer the vibration in the vertical direction, and the auxiliary spring 304 is arranged to help the second hydraulic damper 305 to reset quickly, so that the damping effect of the second hydraulic damper 305 is improved.
The working principle is as follows: when the pile is used, firstly, the pile body 1 is inserted into the ground, the mounting post 102 is inserted into the pile body 1 after the pile body 1 is inserted into the ground, the mounting block 201 in the mounting groove 103 is extruded through the mounting post 102, when the mounting block 201 is extruded, the mounting block 201 moves downwards along the mounting groove 103 and extrudes the inclined surface of the fixing plate 202, the fixing plate 202 moves towards the outside of the pile body 1 and is directly inserted into the soil, the contact area between the pile body 1 and the soil is increased, when the mounting block 201 extrudes the fixing plate 202 to the maximum distance, the mounting block 201 directly falls into the bottom of the mounting groove 103 to block the fixing plate 202 so as not to be reset, then the mounting post 102 is pulled out, the connecting plate 303 is fixedly connected with the pile core 301 through the bolt 307, the horizontal vibration is buffered through the first hydraulic damper 302 horizontally arranged between the pile core 301 and the pile body 1, and the vertical vibration is buffered through the second hydraulic damper 305 vertically arranged between the pile cap 306 and the connecting plate 303, the effect of the damper is improved through the auxiliary spring 304, and the damping effect is achieved.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (6)
1. The utility model provides a building pile is consolidated with antidetonation type to building engineering construction, includes pile body (1) and erection column (102), its characterized in that: the bottom of the pile body (1) is fixedly connected with a pile head (101), the mounting column (102) is arranged on one side of the pile body (1), a mounting groove (103) is formed in the pile body (1), and a stabilizing mechanism is arranged on the inner wall of the mounting groove (103);
stabilizing mean includes fixed subassembly (2) and antidetonation subassembly (3), fixed subassembly (2) set up in the inside of mounting groove (103), antidetonation subassembly (3) set up in the inside of pile body (1) and are located the top of fixed subassembly (2).
2. The earthquake-resistant reinforced building pile for constructional engineering construction according to claim 1, wherein: the fixing component (2) comprises an installation block (201), the installation block (201) is connected to the inner wall of the installation groove (103) in a sliding mode, the inner bottom wall of the installation groove (103) is connected with four fixing plates (202) in a sliding mode, the four opposite sides of the fixing plates (202) are inclined planes, and the fixing plates (202) are located below the installation block (201).
3. The earthquake-resistant reinforced building pile for constructional engineering construction according to claim 2, wherein: the inner bottom wall of the mounting groove (103) is fixedly connected with limiting plates (203), and the limiting plates (203) are located among the four fixing plates (202).
4. The earthquake-resistant reinforced building pile for constructional engineering construction according to claim 2, wherein: one side that limiting plate (203) was kept away from in fixed plate (202) is provided with stopper (204) with pile body (1) inner wall sliding connection, the one end of stopper (204) is the inclined plane, the inclined plane of stopper (204) contacts with the surface of fixed plate (202), the other end fixedly connected with of stopper (204) and pile body (1) inner wall fixed connection's first spring (205).
5. The earthquake-resistant reinforced building pile for constructional engineering construction according to claim 1, wherein: antidetonation subassembly (3) are including stake core (301), stake core (301) set up in the inside of pile body (1) and are located the top of mounting groove (103), be provided with evenly distributed's first hydraulic damper (302) between the inner wall of stake core (301) and pile body (1), the both ends of first hydraulic damper (302) respectively with the surface of stake core (301) and the inner wall fixed connection of pile body (1), the surface of first hydraulic damper (302) all is provided with auxiliary spring (304).
6. The earthquake-resistant reinforced building pile for constructional engineering construction according to claim 5, wherein: threaded hole (308) that quantity is eight are seted up at the top of stake core (301), the top of stake core (301) is provided with connecting plate (303), the inside of connecting plate (303) is provided with quantity is eight bolt (307), the one end of bolt (307) run through connecting plate (303) and with threaded hole (308) threaded connection, the top of stake core (301) is provided with cushion cap (306), cushion cap (306) are located the top of pile body (1), be provided with evenly distributed's second hydraulic damper (305) between cushion cap (306) and connecting plate (303), the both ends of second hydraulic damper (305) respectively with the bottom of cushion cap (306) and the top fixed connection of connecting plate (303), the surface of second hydraulic damper (305) all is provided with auxiliary spring (304).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121770116.5U CN216108451U (en) | 2021-07-30 | 2021-07-30 | Building construction is consolidated with antidetonation type to building engineering construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121770116.5U CN216108451U (en) | 2021-07-30 | 2021-07-30 | Building construction is consolidated with antidetonation type to building engineering construction |
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| CN216108451U true CN216108451U (en) | 2022-03-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419181A (en) * | 2022-08-10 | 2022-12-02 | 中筑立方建设有限公司 | A earthquake-resistant structure for building engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419181A (en) * | 2022-08-10 | 2022-12-02 | 中筑立方建设有限公司 | A earthquake-resistant structure for building engineering |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231023 Address after: No. 22 Xianshan North Road, Chengguan Town, Guangshan County, Xinyang City, Henan Province, 464000 Patentee after: Fu Yao Address before: 050000 No. 4, Futai lane, dawengzhuang village, donglizhuang Township, Jinzhou City, Shijiazhuang City, Hebei Province Patentee before: Zhang Zhanlong |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231025 Address after: No. 305-981, Zone 6, Xinggu Economic Development Zone, Pinggu District, Beijing, 101200 Patentee after: Beijing Fuping Technology Development Group Co.,Ltd. Address before: No. 22 Xianshan North Road, Chengguan Town, Guangshan County, Xinyang City, Henan Province, 464000 Patentee before: Fu Yao |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240407 Address after: 101200 no.305-811, zone 6, Xinggu Economic Development Zone, Pinggu District, Beijing Patentee after: Beijing Fuping Construction Development Co.,Ltd. Country or region after: China Address before: No. 305-981, Zone 6, Xinggu Economic Development Zone, Pinggu District, Beijing, 101200 Patentee before: Beijing Fuping Technology Development Group Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right |