CN218667493U - Anti-seismic modular building pile - Google Patents
Anti-seismic modular building pile Download PDFInfo
- Publication number
- CN218667493U CN218667493U CN202222573388.7U CN202222573388U CN218667493U CN 218667493 U CN218667493 U CN 218667493U CN 202222573388 U CN202222573388 U CN 202222573388U CN 218667493 U CN218667493 U CN 218667493U
- Authority
- CN
- China
- Prior art keywords
- arc
- main pile
- shaped supporting
- positioning sleeve
- pile
- 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.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an antidetonation type modularization building pile, the stake point below being located the base including the base, be equipped with the main pile post above the base, be equipped with the connecting block above the main pile post, both sides department all is equipped with two first articulated seats below the connecting block, first articulated seat all articulates and is equipped with first arc and supports the pole, positioning groove internal four corners department all is equipped with the articulated seat of second, the articulated seat of second all is equipped with the support pole setting, it cross-articulates on the main pile post to support the pole setting free end, it all is equipped with the position sleeve to support the pole setting, be equipped with damping spring shock absorber between first arc and the interior bottom surface of position sleeve, be equipped with the cushion below the first articulated seat and between the interior bottom surface of position groove, the cushion extends above the position groove all around, the lateral surface that main pile post was kept away from to the position sleeve is equipped with the anchor strut, the anchor strut free end all is equipped with second arc and supports the piece. The advantages are that: the phenomenon of inclining to the side or moving transversely and longitudinally can be caused, and the structure is better, more stable and firmer.
Description
Technical Field
The utility model relates to a building technical field specifically indicates an antidetonation type modularization building pile.
Background
The building pile foundation consists of a foundation pile and a bearing platform connected to the pile top. The method is widely applied to projects such as high-rise buildings, bridges, high-speed railways and the like. The existing building pile only receives the frictional resistance in the vertical direction and has solid stability. However, during construction or during the movement of the earth's crust, the ground is often vibrated, which may cause the pile body to incline sideways or to move laterally, and this structure is unstable in lateral use.
SUMMERY OF THE UTILITY MODEL
The utility model provides an foretell technical problem, provide one kind can be in the phenomenon that appears the lopsidedness or take place horizontal, longitudinal movement, the better firm modularization building pile of antidetonation type of its structure.
In order to solve the technical problem, the utility model provides a technical scheme does: the utility model provides an antidetonation type modularization building pile, includes that the base is located the stake point below the base, be equipped with positioning groove above the base, be equipped with the main pile post in the positioning groove, be equipped with the connecting block above the main pile post, both sides department all is equipped with two first articulated seats below the connecting block, first articulated seat all articulates and is equipped with first arc bracing piece, the four corners department all is equipped with the articulated seat of second in the positioning groove, the articulated seat of second all is equipped with struts the pole setting, strut the pole setting free end cross hinge on the main pile post, the side of strutting the pole setting and keeping away from mutually all is equipped with the position sleeve, position sleeve and first arc bracing piece shape adaptation, first arc bracing piece free end inserts in the position sleeve, first arc bracing piece is located and is equipped with damping spring shock absorber, preferably GQJB type damping spring shock absorber between the inner bottom surface of position sleeve, be equipped with the elastic pad below the first articulated seat and between the inner bottom surface of positioning groove, the elastic pad extends above the positioning groove all around, the position sleeve is equipped with the reinforcement bar, the arc bracing piece is equipped with the second bracing piece.
Compared with the prior art, the utility model the advantage lie in: the utility model discloses the product has set up a plurality of supporting construction in the side, through set up first arc bracing piece and first arc bracing piece isotructure around the king pile post, can prevent that the king pile post from installing the phenomenon that takes place lateral displacement after inserting ground, has improved the steadiness of king pile post greatly; in order to improve anti-seismic performance, damping spring shock absorber has been set up between first arc bracing pole and position sleeve, and first arc bracing pole and position sleeve design are the arc structure, accord with mechanics principle, first arc bracing pole and position sleeve can decompose a part into the horizontally power to gravity, give the pole setting of strutting with the power transmission of connecting block, the base, the bearing capacity who makes the connecting block improves finally greatly, make whole main stake more firm, thereby can prevent that the main stake from appearing the sideway tilting or taking place transversely, longitudinal movement's phenomenon, its structure is better firm.
Furthermore, the second arc-shaped supporting pieces are arranged in a central symmetry mode by taking the axis of the main pile as the axis, and a protective structure surrounding the periphery is formed.
Further, first arc props up fender pole, anchor strut, second arc and props up the piece and all adopt alloy spring steel material to make.
Furthermore, the inner wall of the positioning sleeve is provided with a rubber layer, so that the positioning sleeve has elastic deformation capacity and can buffer the vibration force.
Furthermore, the free ends of the supporting vertical rods are connected in a crossed mode through pin shafts, the pin shafts are fixed on main pile columns, the main pile columns are formed by concrete pouring, the pin shafts are installed well during pouring, and the pin shafts and the main pile columns are integrally formed, so that the integral structure is stable.
Drawings
Fig. 1 is the utility model relates to a main view structure schematic diagram of antidetonation type modularization building pile.
Figure 2 is the utility model relates to a shock-resistant type modularization building pile look sideways at the structural schematic diagram.
Figure 3 is the utility model discloses a structural schematic is overlooked to antidetonation type modularization building pile.
As shown in the figure: 1. the base, 2, positioning groove, 3, main pile, 4, connecting block, 5, first articulated seat, 6, first arc support rod, 7, the articulated seat of second, 8, stake point, 9, rubber layer, 10, strut the pole setting, 11, abutment sleeve, 12, damping spring bumper shock absorber, 13, cushion, 14, anchor strut, 15, second arc support piece, 16, round pin axle.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
With reference to fig. 1, 2 and 3, an anti-seismic modular building pile includes a base 1 and a pile toe 8 located below the base 1, the pile toe should be longer in an actual use process so as to go deep into the ground, a positioning groove 2 is provided above the base 1, a main pile column 3 is provided in the positioning groove 2, a connecting block 4 is provided above the main pile column 3, two first hinge seats 5 are provided at two sides below the connecting block 4, the first hinge seats 5 are all hinged with a first arc-shaped supporting rod 6, second hinge seats 7 are provided at four corners in the positioning groove 2, the first arc-shaped supporting rod corresponds to the second hinge seats in position, the second hinge seats 7 are all provided with supporting upright rods 10, free ends of the supporting upright rods 10 are hinged on the main pile column 3 in a crossed manner, positioning sleeves 11 are provided at side surfaces far away from the supporting upright rods 10, the positioning sleeves 11 are adapted to the first arc-shaped supporting rods 6, the free ends of the first arc-shaped supporting rods 6 are inserted into the positioning sleeves 11, a damping spring reinforcing cushion is provided at the outer side surface of the positioning sleeve 11, a damping spring reinforcing spring 14 is provided around the positioning sleeve, a damping spring 14 is provided below the positioning sleeve, and a damping spring reinforcing spring 14 is provided around the positioning sleeve 12 is provided below the positioning sleeve 3, and a damping spring reinforcing spring is provided around the positioning sleeve 14; the first arc-shaped supporting rod 6, the reinforcing rod 14 and the second arc-shaped supporting piece 15 are all made of alloy spring steel materials; the rubber layer 9 is arranged on the inner wall of the positioning sleeve 11, has elastic deformation capacity and can buffer the shock force; the free ends of the supporting vertical rods 10 are connected in a crossed mode through pin shafts 16, the pin shafts 16 are fixed on the main pile columns 3, the main pile columns are formed by pouring concrete, the pin shafts are installed well during pouring, and the pin shafts and the main pile columns are integrally formed, so that the integral structure is more stable.
When the utility model is implemented, the first arc-shaped supporting rods and other structures are arranged around the main pile column, so that the main pile column can be prevented from being transversely displaced and toppled over after being inserted into the ground, the stable lateral protection capability is provided, and the stability of the main pile column is greatly improved; in order to improve the anti-seismic performance, a damping spring shock absorber is arranged between the first arc-shaped supporting rod and the positioning sleeve, when the product of the utility model vibrates, the shock can be absorbed, the first arc-shaped supporting rod and the positioning sleeve are designed into arc structures and accord with the mechanics principle, the first arc-shaped supporting rod and the positioning sleeve can decompose part of gravity into horizontal force, and the force of the connecting block is transmitted to the supporting vertical rod and the base, so that the bearing capacity of the connecting block is greatly improved, the whole main pile column is firmer, the main pile column can be prevented from inclining to the side or moving transversely and longitudinally, and the structure is better, firm and firm; the theory of operation receives pressure or when assaulting at the connecting block, transmits the impact force to main pile post and first arc bracing piece, and first arc bracing piece lower extreme cushions through damping spring shock absorber to the inside shrinkage of alignment sleeve, and main pile post lower extreme cushions through the rubber pad.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.
Claims (5)
1. The utility model provides an antidetonation type modularization building pile, includes base (1) and stake point (8) that are located below base (1), its characterized in that: a positioning groove (2) is arranged on the base (1), a main pile column (3) is arranged in the positioning groove (2), the upper surface of the main pile column (3) is provided with a connecting block (4), two first hinge seats (5) are respectively arranged at the two sides of the lower surface of the connecting block (4), the first hinging seats (5) are all hinged with first arc-shaped supporting rods (6), the inner four corners of the positioning groove (2) are respectively provided with a second hinging seat (7), the second hinged seats (7) are provided with supporting upright rods (10), the free end of the supporting upright stanchion (10) is crosswise hinged on the main pile column (3), the side surfaces of the supporting upright rods (10) far away from each other are provided with positioning sleeves (11), the positioning sleeve (11) is matched with the first arc-shaped supporting rod (6) in shape, the free end of the first arc-shaped supporting rod (6) is inserted into the positioning sleeve (11), a damping spring shock absorber (12) is arranged between one end of the first arc-shaped supporting rod (6) positioned in the positioning sleeve (11) and the inner bottom surface of the positioning sleeve (11), an elastic pad (13) is arranged between the lower surface of the first hinging seat (5) and the inner bottom surface of the positioning groove (2), the outer side surface of the positioning sleeve (11) far away from the main pile column (3) is provided with a reinforcing rod (14), and the free ends of the reinforcing rods (14) are provided with second arc-shaped supporting pieces (15).
2. An earthquake-resistant modular building pile according to claim 1, characterized in that: the second arc-shaped supporting pieces (15) are arranged in a central symmetry mode by taking the axis of the main pile column (3) as the axis.
3. An earthquake-resistant modular building pile according to claim 1, characterized in that: the first arc-shaped supporting rod (6), the reinforcing rod (14) and the second arc-shaped supporting piece (15) are all made of alloy spring steel materials.
4. An earthquake-resistant modular building pile according to claim 1, characterized in that: the inner wall of the positioning sleeve (11) is provided with a rubber layer.
5. An earthquake-resistant modular construction pile according to claim 1, characterized in that: the free ends of the supporting upright rods (10) are connected in a crossed mode through pin shafts (16), and the pin shafts (16) are fixed on the main pile columns (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222573388.7U CN218667493U (en) | 2022-09-27 | 2022-09-27 | Anti-seismic modular building pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222573388.7U CN218667493U (en) | 2022-09-27 | 2022-09-27 | Anti-seismic modular building pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218667493U true CN218667493U (en) | 2023-03-21 |
Family
ID=85559543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222573388.7U Active CN218667493U (en) | 2022-09-27 | 2022-09-27 | Anti-seismic modular building pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218667493U (en) |
-
2022
- 2022-09-27 CN CN202222573388.7U patent/CN218667493U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4624048B2 (en) | Slit leaf springs, earthquake-proof struts using the same, and earthquake-proof reinforcement structures for buildings | |
| CN205530321U (en) | A damping device for connecting pile foundation and cushion cap | |
| CN218667493U (en) | Anti-seismic modular building pile | |
| CN112282097B (en) | Assembled building anti-seismic structure with good stability | |
| CN212358363U (en) | Suspended tower crane foundation | |
| CN211447492U (en) | Toughness steel column | |
| CN209741868U (en) | Building protective structure and road emergency repair protective structure | |
| CN207419505U (en) | A kind of reinforcing and shock absorption piling strtucture | |
| CN211849400U (en) | Anti-seismic building pile for construction engineering | |
| CN212801183U (en) | Gravity type anti-overturning device suitable for single-column pier bridge | |
| CN212689288U (en) | Anti-seismic structure with frame structure filled with ductile supporting members | |
| CN210658472U (en) | Anti-seismic building pile foundation structure | |
| CN213204696U (en) | Narrow-flange I-shaped steel concrete conversion beam | |
| CN113279326A (en) | Pier is assembled to reinforced concrete that shock resistance is good | |
| CN211395773U (en) | Low-rise building earthquake-resistant foundation structure | |
| CN111021567B (en) | Damping structure of small-sized residence | |
| CN210315493U (en) | Foundation structure | |
| JP2004257120A (en) | Connection structure used for foundation of building | |
| JP4363895B2 (en) | Building basic structure | |
| CN220247173U (en) | Building structure capable of improving earthquake resistance | |
| CN111794248A (en) | Spliced deep foundation pit slope protection device | |
| CN220538938U (en) | Building structure damping device | |
| CN219862440U (en) | Anti-impact safety building reinforcing structure | |
| CN213653506U (en) | Earthquake-resistant structure of foundation | |
| CN219080119U (en) | Anti-overturning reinforcing structure for single-column pier bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |