CN210315636U - Assembled building foundation anti-seismic structure - Google Patents

Assembled building foundation anti-seismic structure Download PDF

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Publication number
CN210315636U
CN210315636U CN201920541687.8U CN201920541687U CN210315636U CN 210315636 U CN210315636 U CN 210315636U CN 201920541687 U CN201920541687 U CN 201920541687U CN 210315636 U CN210315636 U CN 210315636U
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China
Prior art keywords
basic unit
reinforcing bar
building
consolidates
concrete
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Expired - Fee Related
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CN201920541687.8U
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Chinese (zh)
Inventor
焦兆利
王相立
黄梦婷
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Yibin University
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Yibin University
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Priority to CN201920541687.8U priority Critical patent/CN210315636U/en
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Publication of CN210315636U publication Critical patent/CN210315636U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an assembly type structure foundation anti-seismic structure, including rubble basic unit, rubble basic unit below is connected with perpendicularly consolidates the stub and consolidates the long pile, and consolidates the stub and consolidate the inside reinforcing bar fixed slot that has all been seted up in long pile top, reinforcing bar fixed slot in-connection has the reinforcement reinforcing bar, and consolidates the reinforcing bar top and run through rubble basic unit, be connected with concrete basic unit in the rubble basic unit, and concrete basic unit below internal connection has the reinforcement reinforcing bar. This assembly type structure foundation anti-seismic structure has strengthened the intensity of concrete base below, makes this foundation structure can bear bigger pressure, has improved the antidetonation effect of this foundation. This assembly type structure foundation anti-seismic structure makes the concrete basic unit be equipped with the intensity that the rubble basic unit can consolidate the ground, can bear bigger pressure, and the concrete basic unit links to each other with the reinforcement stub through consolidating the reinforcing bar, and consolidates the stub and consolidate the stub and can squeeze into the shallow layer of ground and soil and hold the layer with the deep layer and be connected with holding the layer.

Description

Assembled building foundation anti-seismic structure
Technical Field
The utility model relates to an assembly type structure technical field specifically is an assembly type structure foundation earthquake-resistant structure.
Background
The fabricated building is a building assembled by prefabricated parts on a construction site, and is called as a fabricated building. The prefabricated member is divided into five types, namely a block building, a plate building, a box building, a skeleton plate building, a rising-plate rising-layer building and the like according to the form and the construction method of the prefabricated member, the movable house is a common construction during assembly, the movable house is an environment-friendly economical movable house which takes a color steel plate as a skeleton, takes a sandwich plate as a containment material, performs space combination by standard modulus series, and is connected by bolts.
The foundation of the existing movable board house generally only has one layer of concrete base layer, plays a role in preventing sinking, and has the condition that the anti-seismic effect needs to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembly type structure ground anti-seismic structure to the problem that the antidetonation effect of the ground of the activity board house that provides in solving above-mentioned background slightly is not enough.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an assembled building foundation anti-seismic structure, includes rubble basic unit, rubble basic unit below is connected with perpendicularly consolidates the stub and consolidates the long pile, and consolidates the stub and all seted up the reinforcing bar fixed slot with reinforcement long pile top inside, reinforcing bar fixed slot in-connection has the reinforcement reinforcing bar, and the reinforcement reinforcing bar top runs through rubble basic unit, be connected with concrete basic unit on the rubble basic unit, and concrete basic unit below internal connection has the reinforcement reinforcing bar.
Preferably, the top end of the concrete base layer is connected with building wallboard fixing blocks, and the number of the building wallboard fixing blocks is 4.
Preferably, the building wallboard fixing block is overlooked as a '+' -shaped structure, and the openings of the 4 building wallboard fixing blocks are opposite, and the inner wall surfaces of the 4 building wallboard fixing blocks form a rectangle.
Preferably, the cross-section of building wallboard fixed block is right trapezoid structure, and 4 all deviate from each other of building wallboard fixed block hypotenuse.
Preferably, countersunk through holes are formed in the two sides of each bevel of the building wallboard fixing block, and the axes of the countersunk through holes are parallel to the top surface of the concrete foundation.
Preferably, the concrete base is of a rectangular structure, and the rectangular structure formed by the concrete base and the 4 building wallboard fixing blocks is of a similar rectangle.
Compared with the prior art, the beneficial effects of the utility model are that: this assembly type structure foundation anti-seismic structure has strengthened the intensity of concrete base below, makes this foundation structure can bear bigger pressure, has improved the antidetonation effect of this foundation. This assembly type structure foundation anti-seismic structure makes concrete base have the intensity that the rubble basic unit can consolidate the ground, can bear bigger pressure, and concrete base links to each other with the reinforcement stub through consolidating the reinforcing bar, and consolidate the stub and consolidate the long pile and be connected with the deep layer of holding power layer in the shallow layer that ground base and soil can be squeezed into with the reinforcement long pile, the relevance of local base and ground base has been improved, make local base can not produce with the soil separation easily and warp, the antidetonation effect of local base has been strengthened.
Drawings
FIG. 1 is a schematic structural view of an earthquake-resistant structure of an assembly type building foundation of the present invention;
fig. 2 is the utility model relates to an assembly type structure ground anti-seismic structure top view.
In the figure: 1. concrete base, 2, rubble base, 3, countersunk head through-hole, 4, building wallboard fixed block, 5, reinforcement reinforcing bar, 6, reinforcing bar fixed slot, 7, reinforcement stub, 8, reinforcement long pile.
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.
Referring to fig. 1-2, the present invention provides a technical solution: an assembled building foundation anti-seismic structure comprises a gravel base layer 2, a reinforcing short pile 7 and a reinforcing long pile 8 are vertically connected below the gravel base layer 2, reinforcing steel bar fixing grooves 6 are respectively formed in the tops of the reinforcing short pile 7 and the reinforcing long pile 8, reinforcing steel bars 5 are connected in the reinforcing steel bar fixing grooves 6, the gravel base layer 2 penetrates through the reinforcing steel bars 5, a concrete base layer 1 is connected on the gravel base layer 2, and reinforcing steel bars 5 are connected inside the lower portion of the concrete base layer 1, the structure enables the gravel base layer 2 below the concrete base layer 1 to have the strength capable of reinforcing the foundation and bear larger pressure, the concrete base layer 1 is connected with the reinforcing short pile 7 and the reinforcing long pile 8 through the reinforcing steel bars 5, the reinforcing short pile 7 and the reinforcing long pile 8 can be driven into a ground bottom to be connected with a shallow supporting layer and a deep supporting layer of the ground, and the relevance between the local foundation and the ground bottom is improved, the foundation is not easily separated from the soil to generate deformation, the anti-seismic effect of the foundation is enhanced, the top end of the concrete base layer 1 is connected with the building wallboard fixing blocks 4, the number of the building wallboard fixing blocks 4 is 4, the structure enables the 4 building wallboard fixing blocks 4 to be arranged at the top end of the concrete base layer 1 and connected with the concrete base layer 1 into a whole, the building wallboard fixing blocks 4 are overlooked to be regarded as a L-shaped structure, the openings of the 4 building wallboard fixing blocks 4 are opposite, the inner wall surfaces of the 4 building wallboard fixing blocks form a rectangle, the structure enables the 4 building wallboard fixing blocks 4 to be distributed at the four outer corners of a movable plate house with a rectangular bottom surface, the building wallboard fixing blocks 4 with L-shaped structures can be conveniently clamped at the two sides of the four corners of the movable plate house, the cross sections of the building wallboard fixing blocks 4 are of right trapezoid structures, and the bevel edges of the 4 building wallboard, the structure enables the side face of the building wallboard fixing block 4 far away from the wallboard of the movable board house to be an inclined plane, and the side face can form a triangle with the wallboard of the movable board house and the concrete base layer 1, so as to improve the stability of the building wallboard fixing block 4, the inside of two sides of a break angle of the building wallboard fixing block 4 is provided with the countersunk head through hole 3, and the axis of the countersunk head through hole 3 is parallel to the top surface of the concrete base layer 1, so that an installer can insert an expansion screw into the countersunk head through hole 3 to horizontally drive the building wallboard fixing block 4 and the bottom of the wallboard of the movable board house into the wallboard of the movable board house, the concrete base layer 1 is a rectangular structure, the rectangular structure formed by the concrete 1 and the 4 building wallboard fixing blocks 4 is a similar rectangle, the structure enables the 4 building wallboard fixing blocks 4 to be distributed by taking the center of the concrete base layer 1 as an original point, and enables the movable board in the 4 building wallboard fixing blocks 4 to stand at, the stress on the foundation is uniform.
The working principle is as follows: when the fabricated building foundation anti-seismic structure is used, the reinforcing short piles 7 and the reinforcing long piles 8 are firstly driven into the ground bottom, then the reinforcing steel bars 5 are inserted into the reinforcing steel bar fixing grooves 6 in the reinforcing short piles 7 and the reinforcing long piles 8 for fixing, then paving a macadam base layer 2, filling the stone joints with concrete, then filling a concrete base layer 1 above the macadam base layer 2, enabling the top end of a reinforcing steel bar 5 to penetrate through the macadam base layer 2 and be inserted into the concrete base layer 1, then pouring a building wallboard fixing block 4 above the concrete base layer 1 according to the size of the movable board house, reserving a countersunk through hole 3 in the building wallboard fixing block 4, when the wallboard of the movable board house is installed, expansion screws can be inserted into the countersunk head through holes 3 and are nailed on the wallboard of the movable board house so as to reinforce the connection between the local base and the fabricated building, thereby completing a series of work.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.

Claims (6)

1. The utility model provides an assembly type structure foundation earthquake-resistant structure which characterized in that: including rubble basic unit (2), rubble basic unit (2) below is connected with perpendicularly and consolidates stub (7) and consolidate long pile (8), and consolidates stub (7) and consolidates long pile (8) top inside and all seted up reinforcing bar fixed slot (6), reinforcing bar fixed slot (6) in-connection has reinforcement reinforcing bar (5), and consolidates reinforcing bar (5) top and run through rubble basic unit (2), be connected with concrete basic unit (1) on rubble basic unit (2), and concrete basic unit (1) below internal connection has reinforcement reinforcing bar (5).
2. A fabricated building foundation anti-seismic structure according to claim 1, wherein: concrete basic unit (1) top is connected with building wallboard fixed block (4), and building wallboard fixed block (4) are equipped with 4.
3. A fabricated building foundation anti-seismic structure according to claim 2, wherein: the overlooking of the building wallboard fixing block (4) is a '+' -shaped structure, the openings of the 4 building wallboard fixing blocks (4) are opposite, and the inner wall surfaces of the 4 building wallboard fixing blocks (4) form a rectangle.
4. A fabricated building foundation anti-seismic structure according to claim 3, wherein: the cross-section of building wallboard fixed block (4) is right trapezoid structure, and 4 building wallboard fixed block (4) hypotenuses all deviate from each other.
5. A fabricated building foundation anti-seismic structure according to claim 4, wherein: countersunk head through holes (3) are formed in the two sides of the break angle of the building wallboard fixing block (4), and the axes of the countersunk head through holes (3) are parallel to the top surface of the concrete base layer (1).
6. A fabricated building foundation anti-seismic structure according to claim 3, wherein: concrete basic unit (1) is the rectangle structure, and concrete basic unit (1) is similar rectangle with the rectangle structure that 4 building wallboard fixed blocks (4) constitute.
CN201920541687.8U 2019-04-20 2019-04-20 Assembled building foundation anti-seismic structure Expired - Fee Related CN210315636U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920541687.8U CN210315636U (en) 2019-04-20 2019-04-20 Assembled building foundation anti-seismic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920541687.8U CN210315636U (en) 2019-04-20 2019-04-20 Assembled building foundation anti-seismic structure

Publications (1)

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CN210315636U true CN210315636U (en) 2020-04-14

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900502A (en) * 2021-02-05 2021-06-04 河南裕鸿建筑工程有限公司 Anti-seismic method for realizing assembly type building foundation
CN113216379A (en) * 2021-05-25 2021-08-06 宜宾学院 Basalt fiber concrete profiled steel structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900502A (en) * 2021-02-05 2021-06-04 河南裕鸿建筑工程有限公司 Anti-seismic method for realizing assembly type building foundation
CN113216379A (en) * 2021-05-25 2021-08-06 宜宾学院 Basalt fiber concrete profiled steel structure

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200414

Termination date: 20210420

CF01 Termination of patent right due to non-payment of annual fee