CN218861586U - A antidetonation type building pile for building engineering - Google Patents
A antidetonation type building pile for building engineering Download PDFInfo
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- CN218861586U CN218861586U CN202222766048.6U CN202222766048U CN218861586U CN 218861586 U CN218861586 U CN 218861586U CN 202222766048 U CN202222766048 U CN 202222766048U CN 218861586 U CN218861586 U CN 218861586U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The utility model discloses an antidetonation type building pile for building engineering relates to building pile technical field, including pile foundation and removal steel sheet, the inside of pile foundation is provided with the actuating mechanism who runs through to the outer wall. The utility model discloses a set up actuating mechanism and complementary unit, dig out the iron plate from the recess is inside, then rotate vertical position with it, rotate the iron plate afterwards and drive the dwang and rotate, it rotates to drive the lead screw through the telescopic link, it moves down along the connecting block to drive the toper piece, promote a plurality of barbs and stretch out from the pile foundation is inside and insert in soil, with this area of contact who increases pile foundation and soil, when the toper piece moves maximum position, the iron plate rotates to the position with the recess parallel and level, rotate the iron plate afterwards inside and be located the magnet top to the recess, fix it through magnet, the function that the barb moved has been realized through the cooperation of above a plurality of parts, avoid the pile foundation to lead to the barb to take place to damage at the in-process of installation.
Description
Technical Field
The utility model relates to a field specifically is an antidetonation type building pile for building engineering.
Background
The pile foundation is composed of a foundation pile 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, if the upper part of the pile body is exposed out of the ground and the bottom of the bearing platform is positioned above the ground, the pile foundation is called a high bearing platform pile foundation, the building pile foundation is usually a low bearing platform pile foundation, and the application of the pile foundation in high-rise buildings is wide.
According to bulletin number "CN211006639U" for "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 portable steel sheet, the spout with portable steel sheet looks adaptation is all seted up to the bottom of pile foundation inner chamber both sides, the top of portable 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 reinforcing bar, reinforcing bar's inboard is provided with first damping spring with the junction of draw-in groove. 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.
Although solved the not good problem of current building pile antidetonation effect in the above-mentioned patent, increase the area of contact of pile foundation and soil through the barb in the above-mentioned patent, with this increase pile foundation and ground fastness, but current building pile generally squeezes into the ground through machinery, make building pile top expose in the external world, because the barb is fixed at the outer wall of pile foundation, lead to building pile to take place to damage and the barb is easy with building pile soil slip pine around, thereby lead to building pile and soil to be connected insecure easily at the in-process barb of squeezing into ground.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation type building pile for building engineering to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme:
an anti-seismic building pile for construction engineering comprises a pile foundation and a movable steel plate which is connected inside the pile foundation in a sliding mode, wherein a supporting column is fixedly connected to the top end of the movable steel plate, one end of the supporting column penetrates through the top end of the pile foundation, and a driving mechanism which penetrates through the outer wall is arranged inside the pile foundation and used for increasing the contact area of the pile foundation and soil;
the driving mechanism comprises an agnail, a rotating rod, a telescopic rod, a conical block, a connecting block and a lead screw, the agnail is connected inside the pile foundation in a sliding mode, one end of the agnail penetrates through the outer wall of the pile foundation, the lead screw is connected inside the pile foundation in a rotating mode, the conical block is connected on the outer wall of the lead screw in a sliding mode, the outer wall of the lead screw is attached to the agnail, the connecting block is fixedly connected inside the pile foundation and reaches the inner wall of the conical block, the telescopic rod is fixedly connected to the top end of the lead screw, the rotating rod is fixedly connected to the top end of the telescopic rod, and one end of the rotating rod penetrates through the top end of the supporting column;
the dwang outer wall with the top of support column is provided with complementary unit for the auxiliary work personnel rotate the dwang.
As a further aspect of the present invention: the auxiliary mechanism comprises an iron block, a groove and a magnet, the groove is formed in the top end of the supporting column, the magnet is fixedly connected to the bottom end of the inner portion of the groove, and the iron block is rotatably connected to the inner side of the rotating rod.
As the utility model discloses further scheme again: the one end of barb set up into with toper piece assorted inclined plane, the barb is provided with a plurality ofly, and is a plurality of the barb equidistance distribute in the inside of pile foundation, the pile foundation inner wall seted up with barb assorted first through-hole, just first through-hole communicates with each other with the external world.
As a further aspect of the present invention: the bottom fixedly connected with spring of barb, the inner wall of pile foundation seted up with the groove is accomodate to spring assorted, the other end fixed connection of spring be in accomodate inslot portion.
As the utility model discloses further scheme again: the inner side of the conical block is provided with a thread groove matched with the screw rod, and the inner wall of the conical block is provided with a limiting sliding groove matched with the connecting block.
As a further aspect of the present invention: the telescopic link comprises the sleeve that a plurality of mutual slip cup jointed, telescopic outer wall fixedly connected with stopper, two cup joint through stopper mutual slip between the sleeve, the outer wall fixedly connected with bearing housing of dwang, the dwang pass through outer wall fixed connection's bearing housing with it rotates to remove the steel sheet and connects, the inner wall of support column seted up with dwang assorted second through-hole.
As the utility model discloses further scheme again: the top of dwang seted up with iron plate assorted rotation groove, the outer wall fixedly connected with pivot of iron plate, the iron plate pass through outer wall fixed connection's pivot with the dwang rotates to be connected.
Compared with the prior art, the beneficial effects of the utility model are that:
through setting up actuating mechanism and complementary unit, dig out the iron plate from the recess is inside, then rotate vertical position with it, rotate the iron plate afterwards and drive the dwang and rotate, drive the lead screw through the telescopic link and rotate, drive the toper piece along connecting block downstream, promote a plurality of barbs and stretch out from the pile foundation is inside and insert in soil, with this area of contact who increases pile foundation and soil, when the toper piece removes maximum position, the iron plate rotates to the position with the recess parallel and level, rotate the iron plate afterwards and inside and be located the magnet top to the recess, fix it through magnet, the function that the barb moved has been realized through the cooperation of above a plurality of parts, avoid the pile foundation to lead to the barb to take place to damage at the in-process of installation.
Drawings
FIG. 1 is a schematic view showing a construction of an earthquake-resistant construction pile for construction work;
fig. 2 is a sectional view of a pile foundation of an earthquake-resistant construction pile for construction work;
FIG. 3 is an enlarged view of an earthquake resistant construction pile for construction work at A;
fig. 4 is an enlarged view of a seismic building pile for construction work at B;
fig. 5 is a sectional view of a telescopic rod of a seismic type building pile for construction work.
In the figure: 1. a pile foundation; 2. a support column; 3. a drive mechanism; 301. a barb; 302. rotating the rod; 303. a telescopic rod; 304. a conical block; 305. connecting blocks; 306. a screw rod; 4. an auxiliary mechanism; 401. an iron block; 402. a groove; 403. a magnet; 5. and moving the steel plate.
Detailed Description
Referring to fig. 1 to 5, in an embodiment of the present invention, an anti-seismic building pile for construction engineering includes a pile foundation 1 and a movable steel plate 5 slidably connected inside the pile foundation 1, a support column 2 is fixedly connected to a top end of the movable steel plate 5, and one end of the support column 2 penetrates through to a top end of the pile foundation 1, and a driving mechanism 3 penetrating through to an outer wall is provided inside the pile foundation 1 for increasing a contact area between the pile foundation 1 and soil;
the driving mechanism 3 comprises a barb 301, a rotating rod 302, a telescopic rod 303, a conical block 304, a connecting block 305 and a lead screw 306, the barb 301 is connected inside the pile foundation 1 in a sliding manner, one end of the barb 301 penetrates through the outer wall of the pile foundation 1, the lead screw 306 is connected inside the pile foundation 1 in a rotating manner, the conical block 304 is connected on the outer wall of the lead screw 306 in a sliding manner, the outer wall of the barb 301 is attached to the barb, the connecting block 305 is fixedly connected inside the pile foundation 1 and reaches the inner wall of the conical block 304, the telescopic rod 303 is fixedly connected to the top end of the lead screw 306, the rotating rod 302 is fixedly connected to the top end of the telescopic rod 303, and one end of the rotating rod 302 penetrates through the top end of the supporting column 2;
the outer wall of the rotating rod 302 and the top end of the supporting column 2 are provided with an auxiliary mechanism 4 for assisting a worker to rotate the rotating rod 302.
This kind of a antidetonation type building pile for building engineering, when the staff installs pile foundation 1 in soil through machinery, then rotatory dwang 302, dwang 302 is rotatory to drive lead screw 306 through telescopic link 303 and rotates, thereby drive toper piece 304 along connecting block 305 downstream, toper piece 304 downstream and the contact of the 301 one end inclined plane of a plurality of barbs, promote a plurality of barbs 301 from 1 inside stretching out of pile foundation and insert in soil, with this area of contact who increases pile foundation 1 and soil, when toper piece 304 moves maximum position, extrude a plurality of barbs 301 all the time, cooperation through above a plurality of parts has realized that barb 301 carries out the function that removes, avoid pile foundation 1 to lead to barb 301 to take place to damage at the in-process of installation.
In fig. 1, 3: the auxiliary mechanism 4 comprises an iron block 401, a groove 402 and a magnet 403, the groove 402 is formed in the top end of the supporting column 2, the magnet 403 is fixedly connected to the bottom end of the inner portion of the groove 402, and the iron block 401 is rotatably connected to the inner side of the rotating rod 302.
This kind of a antidetonation type building pile for building engineering, when needs rotatory dwang 302, the staff inserts inside iron plate 401 of following the recess of recess 402 with the finger earlier and digs out, then rotate it to vertical position, rotate iron plate 401 afterwards and drive dwang 302 and rotate, thereby drive lead screw 306 through telescopic link 303 and rotate, thereby drive conical piece 304 along connecting block 305 downstream, when conical piece 304 moves maximum position, iron plate 401 rotates to the position with recess 402 parallel and level, rotate iron plate 401 inside and be located magnet 403 top to recess 402 afterwards, fix it through magnet 403, with this carry on spacingly to dwang 302, avoid lead screw 306 to take place not hard up.
In FIGS. 1-3: barb 301's one end sets up to the inclined plane with toper piece 304 assorted, and barb 301 is provided with a plurality ofly, and a plurality of barbs 301 equidistance distribute in pile foundation 1's inside, pile foundation 1 inner wall seted up with the first through-hole of barb 301 assorted, and first through-hole communicates with each other with the external world, barb 301's bottom fixedly connected with spring, pile foundation 1's inner wall seted up with spring assorted accomodate the groove, the other end fixed connection of spring accomodates the inslot portion.
This kind of an antidetonation type building pile for building engineering, when toper piece 304 lapse with the contact of a plurality of barbs 301 one end inclined plane, promote a plurality of barbs 301 from pile foundation 1 inside stretch out insert soil to extrude the spring, carry on spacingly to barb 301 through first through-hole, avoid barb 301 to take place to squint at the in-process that removes.
In fig. 1, 2, 3, 5: the inboard of toper piece 304 be provided with lead screw 306 assorted thread groove, the inner wall of toper piece 304 is opened have with connecting block 305 assorted limiting chute, telescopic link 303 comprises the sleeve that a plurality of mutual sliding cup jointed, telescopic outer wall fixedly connected with stopper, cup joint through stopper mutual sliding between two sleeves, the outer wall fixedly connected with bearing housing of dwang 302, dwang 302 rotates with removal steel sheet 5 through outer wall fixedly connected's bearing housing to be connected, the inner wall of support column 2 seted up with dwang 302 assorted second through-hole.
This kind of a antidetonation type building pile for building engineering, be convenient for dwang 302 is rotatory to drive lead screw 306 through telescopic link 303 and rotate, thereby drive toper piece 304 along connecting block 305 downstream, spacing spout seted up through toper piece 304 inner wall carries on spacingly to toper piece 304, avoid toper piece 304 to take place the skew at the in-process that removes, through the bearing housing, reduce dwang 302 and remove the frictional force between the steel sheet 5, the telescopic link comprises a plurality of mutual slip sockets's sleeve, make it stretch out and draw back.
In fig. 1, 4: the top of dwang 302 is seted up with iron plate 401 assorted rotation groove, iron plate 401's outer wall fixedly connected with pivot, and iron plate 401 rotates with dwang 302 through outer wall fixed connection's pivot to be connected.
This kind of a antidetonation type building pile for building engineering, the staff of being convenient for inserts inside iron plate 401 from the recess with the staff with the finger earlier and digs out in recess 402, then rotates vertical position with it, makes iron plate 401 and dwang 302 rotate through the pivot.
The utility model discloses a theory of operation is: when the staff installed pile foundation 1 in soil through machinery, then the staff inserted inside recess 402 with the finger earlier and took out iron plate 401 from the recess, rotate vertical position with it, it drives dwang 302 and rotates subsequently to rotate iron plate 401, dwang 302 is rotatory to drive lead screw 306 through telescopic link 303 and rotates, thereby drive tapered block 304 and move down along connecting block 305, tapered block 304 moves down and contacts with a plurality of barb 301 one end inclined plane, promote a plurality of barb 301 and stretch out from pile foundation 1 inside and insert in soil, with this area of contact that increases pile foundation 1 and soil, when tapered block 304 moved the maximum position, iron plate 401 rotated to the position with recess 402 parallel and level, rotate iron plate 401 inside recess 402 and lie in magnet 403 top afterwards, fix it through magnet 403, realized barb 301 through the cooperation of a plurality of above parts and carried out the function of moving, avoid pile foundation 1 to lead to barb 301 to take place to damage in the in-process of installation.
The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. An anti-seismic building pile for building engineering comprises a pile foundation (1) and a movable steel plate (5), wherein the top end of the movable steel plate (5) is connected with a support column (2), and is characterized in that a driving mechanism (3) penetrating through the pile foundation (1) to the outer wall is arranged in the pile foundation (1);
the driving mechanism (3) comprises a barb (301), a rotating rod (302), a telescopic rod (303), a conical block (304), a connecting block (305) and a screw rod (306), the barb (301) is connected inside the pile foundation (1), the screw rod (306) is connected inside the pile foundation (1), the conical block (304) is connected on the outer wall of the screw rod (306), the connecting block (305) is connected inside the pile foundation (1), the telescopic rod (303) is connected at the top end of the screw rod (306), and the rotating rod (302) is connected at the top end of the telescopic rod (303);
dwang (302) outer wall with the top of support column (2) is provided with complementary unit (4) for the auxiliary staff rotates dwang (302).
2. An earthquake-resistant building pile for constructional engineering according to claim 1, characterized in that said auxiliary mechanism (4) comprises an iron block (401), a groove (402) and a magnet (403), said groove (402) is opened at the top end of said supporting column (2), said magnet (403) is connected at the bottom end inside said groove (402), said iron block (401) is connected inside said turning rod (302).
3. An earthquake-resistant building pile for constructional engineering as claimed in claim 1, wherein one end of said barb (301) is disposed as an inclined plane, said barb (301) is provided with a plurality of holes, and said pile foundation (1) has an inner wall formed with first through holes.
4. An earthquake-resistant building pile for constructional engineering as claimed in claim 1, wherein the bottom end of said barb (301) is fixedly connected with a spring, and the inner wall of said pile foundation (1) is provided with a receiving groove.
5. An earthquake-resistant building pile for constructional engineering as claimed in claim 1, wherein the inner side of said conical block (304) is provided with a threaded groove, and the inner wall of said conical block (304) is provided with a limiting sliding groove.
6. An earthquake-resistant building pile for constructional engineering according to claim 1, characterized in that the telescopic rod (303) is composed of a plurality of sleeves which are slidably sleeved with each other, the outer wall of the sleeve is fixedly connected with a limiting block, the outer wall of the rotating rod (302) is fixedly connected with a bearing sleeve, and the inner wall of the supporting column (2) is provided with a second through hole.
7. An earthquake-resistant building pile for constructional engineering as claimed in claim 2, wherein a rotation groove is formed at the top end of the rotation rod (302), and a rotation shaft is fixedly connected to the outer wall of the iron block (401).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222766048.6U CN218861586U (en) | 2022-10-20 | 2022-10-20 | A antidetonation type building pile for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222766048.6U CN218861586U (en) | 2022-10-20 | 2022-10-20 | A antidetonation type building pile for building engineering |
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| Publication Number | Publication Date |
|---|---|
| CN218861586U true CN218861586U (en) | 2023-04-14 |
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| CN202222766048.6U Active CN218861586U (en) | 2022-10-20 | 2022-10-20 | A antidetonation type building pile for building engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117385866A (en) * | 2023-12-12 | 2024-01-12 | 山东高速德建集团有限公司 | Civil engineering ground built-in fitting fixed knot constructs |
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2022
- 2022-10-20 CN CN202222766048.6U patent/CN218861586U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117385866A (en) * | 2023-12-12 | 2024-01-12 | 山东高速德建集团有限公司 | Civil engineering ground built-in fitting fixed knot constructs |
| CN117385866B (en) * | 2023-12-12 | 2024-03-12 | 山东高速德建集团有限公司 | Civil engineering ground built-in fitting fixed knot constructs |
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