CN213572014U

CN213572014U - Ancient building pile foundation structure that shock resistance is good

Info

Publication number: CN213572014U
Application number: CN202021988276.2U
Authority: CN
Inventors: 廖冠辉; 欧健立; 廖志明; 廖志坚; 廖丽群
Original assignee: Foshan Shunde Chengzhi Construction Engineering Co ltd
Current assignee: Foshan Shunde Chengzhi Construction Engineering Co ltd
Priority date: 2020-09-12
Filing date: 2020-09-12
Publication date: 2021-06-29
Anticipated expiration: 2030-09-12

Abstract

The utility model discloses an ancient building pile foundation structure that shock resistance is good, comprising a main body, the inside of main part is provided with evenly distributed's splice bar, the extension arm has all been welded to the both sides outer wall of main part, the bottom outer wall of two extension arms all has the dead lever through bolted connection, the connecting rod has all been welded to one side outer wall that two dead levers are close to each other, the shock-resistant pole of evenly distributed has been welded to the both sides outer wall of connecting rod, the inner wall welding of main part has the fender ring, the bottom that keeps off the ring is provided with the connection pad, the bottom and the connection pad welding of splice bar, the bottom of connection pad is provided with the supporting disk, the bottom outer wall. The utility model discloses utilize dead lever and extension arm to carry out bolted connection for the pile foundation is buried through the connecting rod and is combatted shock rod increase and the frictional force of underground soil when underground, has consequently realized the antidetonation effect of pile foundation, makes ancient building's anti-seismic performance better.

Description

Ancient building pile foundation structure that shock resistance is good

Technical Field

The utility model relates to a archaize building technical field especially relates to an ancient building pile foundation structure that shock resistance is good.

Background

Archaize building is used for imitating specially and replaces ancient building, traditional religious temple, tradition scene, historical architecture, ancient village crowd, restores historical landscape general's building, improves the sight of building, attracts the visitor all over the country to promote tourism industry's development, archaize building need make the pile foundation earlier when the construction, makes archaize building stability's stability better.

The pile foundation of the ancient building of the prior art has a simple structure, so that the ancient building has poor earthquake resistance, and cannot be disassembled, so that the ancient building is inconvenient to transport. Therefore, it is necessary to design a historic building pile foundation structure with good earthquake resistance to solve the above problems.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing an ancient building pile foundation structure with good shock resistance.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides an ancient building pile foundation structure that shock resistance is good, includes the main part, the inside of main part is provided with evenly distributed's splice bar, the both sides outer wall of main part has all welded the extension arm, two the bottom outer wall of extension arm all has the dead lever, two the connecting rod has all been welded to one side outer wall that the dead lever is close to each other, the both sides outer wall welding of connecting rod has evenly distributed's antidetonation pole, the inner wall welding of main part has the fender ring, the bottom of keeping off the ring is provided with the connection pad, the bottom and the connection pad welding of splice bar, the bottom of connection pad is provided with the supporting disk, the bottom outer wall of connection pad has the fixed column through bolted connection, the.

Further, the connecting disc is located inside the main body, and the supporting disc is located inside the main body.

Furthermore, the bottom outer wall of the supporting disc is provided with a through hole, and the fixing column is inserted into the through hole.

Furthermore, two all the welding of extension arm's top outer wall has the anchor strut, and the top and the main part welding of two anchor struts.

Further, the outer wall integrated into one piece of splice bar has evenly distributed's arch, the inside obturator that is provided with of main part.

Furthermore, the outer wall of the bottom of the supporting plate is provided with uniformly distributed counter bores, connecting bolts are inserted into the counter bores, and the top ends of the connecting bolts penetrate through the outer wall of the bottom of the connecting plate and are connected with the baffle ring through threads.

Furthermore, a connecting ring is welded on the outer wall of the top of the main body, and mounting holes are uniformly distributed in the outer wall of the top of the connecting ring.

The utility model has the advantages that:

1. through the dead lever, connecting rod and the antidetonation pole that set up, utilize dead lever and extension arm to carry out bolted connection for the pile foundation passes through the connecting rod and antidetonation pole increase and the frictional force of underground soil when burying in the underground, has consequently realized the antidetonation effect of pile foundation, makes ancient building's anti-seismic performance better.

2. Through the obturator and the arch that set up, the obturator utilizes concrete fixed connection muscle for the concrete, recycles protruding increase joint bar and the frictional force of concrete for the joint bar is fixed more firmly.

3. Through the connecting bolt and the supporting disk that set up, utilize connecting bolt to make the supporting disk be connected with keeping off the ring, and then realize the connection pad and fix for the connection pad can be dismantled with the main part, has consequently realized the effect that the pile foundation is convenient for transport.

4. Through the mounting hole and the splice bar that set up, utilize mounting hole and splice bar to provide the multiple connected mode of pile foundation and the building on its upper strata for ancient building's stability is better.

Drawings

FIG. 1 is a schematic view of the overall structure of a good earthquake resistance ancient building pile structure provided by the utility model;

FIG. 2 is a schematic view of a cross-sectional structure of a good earthquake resistance ancient building pile structure provided by the present invention;

FIG. 3 is a schematic diagram of a connection disc structure of a historic building pile foundation structure with good shock resistance provided by the utility model;

fig. 4 is the utility model provides a supporting disk structure schematic diagram of ancient building pile foundation structure that shock resistance is good.

In the figure: the device comprises a main body 1, connecting ribs 2, an expansion arm 3, a fixing rod 4, a fixing column 5, a connecting rod 6, an anti-seismic rod 7, a connecting ring 8, a filler 9, a bulge 10, a baffle ring 11, a connecting disc 12, a supporting disc 13, a mounting hole 14, a reinforcing rod 15, a through hole 16, a counter-sunk hole 17 and a connecting bolt 18.

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.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

Referring to fig. 1-4, an ancient building pile foundation structure with good shock resistance comprises a main body 1, wherein the main body 1 is a hollow tubular structure, connecting ribs 2 which are uniformly distributed are arranged inside the main body 1, expansion arms 3 are welded on the outer walls of two sides of the main body 1, fixing rods 4 are connected on the outer walls of the bottoms of the two expansion arms 3 through bolts, the fixing rods 4 are perpendicular to the expansion arms 3, connecting rods 6 are welded on the outer walls of one sides, close to the two fixing rods 4, of the two sides of each connecting rod 6, shock-resistant rods 7 which are uniformly distributed are welded on the outer walls of two sides of each connecting rod 6, the friction force between the connecting rods 6 and underground soil is increased by using the shock-resistant rods 7, retaining rings 11 are welded on the inner walls of the main body 1, threaded holes which are uniformly distributed are arranged on the retaining rings 11, connecting discs 12 are arranged at the bottoms of the retaining rings 11, holes, the bottom outer wall of connection pad 12 has fixed column 5 through bolted connection for connection pad 12 carries out fixed connection with fixed column 5, and fixed column 5 and connecting rod 6 welding make fixed column 5 and connecting rod 6 form wholly.

Further, the connecting disc 12 is positioned inside the main body 1, the supporting disc 13 is positioned inside the main body 1, and the supporting disc 13 abuts against the connecting disc 12.

Furthermore, the bottom outer wall of the supporting plate 13 is provided with a through hole 16, and the fixing column 5 is inserted into the through hole 16, so that the fixing column 5 penetrates through the supporting plate 13 and extends to the bottom.

Further, the reinforcing rods 15 are welded to the outer walls of the tops of the two extension arms 3, the top ends of the two reinforcing rods 15 are welded to the main body 1, and the reinforcing rods 15 are used for reinforcing a pile foundation.

Further, the outer wall integrated into one piece of splice bar 2 has evenly distributed's

arch

10, and 1 inside obturator 9 that is provided with of main part, obturator 9 are the concrete, and arch 10 increases the frictional force of splice bar 2 and concrete for splice bar 2 is fixed more firmly.

Further, the bottom outer wall of supporting disk 13 is opened has evenly distributed's counter sink 17, and the inside grafting of counter sink 17 has connecting bolt 18, and connecting bolt 18's top runs through connecting disk 12 bottom outer wall and keeps off ring 11 and pass through threaded connection for splice bar 2 all fixes inside main part 1 with fixed column 5.

Further, the outer wall welding of the top of main part 1 has go-between 8, and the outer wall of the top of go-between 8 is opened has evenly distributed's mounting hole 14, utilizes mounting hole 14 to improve the connection of the building on the pile foundation and uses.

The working principle is as follows: when the device is used, the supporting plate 13 is sleeved at the top end of the fixing column 5, so that the fixing column 5 is inserted into the through hole in the supporting plate 13, the connecting disc 12 is connected with the fixing column 5 through a bolt, the connecting rib 2 is fixed with the fixing column 5, the connecting rib 2 penetrates through the bottom of the main body 1, so that the connecting disc 12 is placed in the main body 1, the baffle ring 11 in the main body 1 blocks the connecting disc 12, the connecting bolt 18 is inserted into the countersunk hole 17 in the supporting plate 13, the top end of the connecting bolt 18 penetrates through the hole in the connecting disc 12 to be in threaded connection with the threaded hole in the baffle ring 11, the expansion arm 3 is in threaded connection with the top end of the fixing rod 4 through the bolt, the expansion arm 3 is fixed with the fixing rod 4, the assembly of a pile foundation can be completed, concrete is injected into the main body 1, and the filling body 9 for fixing, utilize the frictional force of protruding 10 increase splice bar 2 and concrete for splice bar 2 is fixed more firm, has dug the foundation ditch and buries and tamp the pile foundation, can accomplish the construction of pile foundation, and connecting rod 6 and antidetonation pole 7 increase and the frictional force of underground soil have realized the antidetonation effect of pile foundation.

The above, 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

1. The ancient building pile foundation structure with good shock resistance comprises a main body (1) and is characterized in that connecting ribs (2) which are uniformly distributed are arranged inside the main body (1), expansion arms (3) are welded on the outer walls of the two sides of the main body (1), fixing rods (4) are connected to the outer walls of the bottoms of the two expansion arms (3) through bolts, connecting rods (6) are welded on the outer walls of the two sides, close to each other, of the two fixing rods (4), shock-resistant rods (7) which are uniformly distributed are welded on the outer walls of the two sides of the connecting rods (6), a baffle ring (11) is welded on the inner wall of the main body (1), a connecting disc (12) is arranged at the bottom of the baffle ring (11), the bottom end of each connecting rib (2) is welded with the connecting disc (12), a supporting disc (13) is arranged at the bottom of the connecting disc (12), and a fixing column (, the fixing column (5) is welded with the connecting rod (6).

2. The ancient building pile foundation structure with good shock resistance according to claim 1, characterized in that the connecting disc (12) is positioned inside the main body (1), and the supporting disc (13) is positioned inside the main body (1).

3. The ancient building pile foundation structure with good shock resistance according to claim 1, wherein the outer wall of the bottom of the supporting plate (13) is provided with a through hole (16), and the fixing column (5) is inserted into the through hole (16).

4. The ancient building pile foundation structure with good earthquake resistance according to claim 1, characterized in that reinforcing rods (15) are welded on the outer walls of the tops of the two extension arms (3), and the top ends of the two reinforcing rods (15) are welded with the main body (1).

5. The ancient building pile foundation structure with good earthquake resistance according to claim 1, characterized in that the outer wall of the connecting rib (2) is integrally formed with evenly distributed bulges (10), and the main body (1) is internally provided with a filling body (9).

6. The ancient building pile foundation structure with good shock resistance according to claim 1, wherein the outer wall of the bottom of the supporting plate (13) is provided with uniformly distributed counter bores (17), connecting bolts (18) are inserted into the counter bores (17), and the top ends of the connecting bolts (18) penetrate through the outer wall of the bottom of the connecting plate (12) and are connected with the baffle ring (11) through threads.

7. The historic building pile foundation structure with good earthquake resistance according to claim 1, wherein the connecting ring (8) is welded on the outer wall of the top of the main body (1), and the mounting holes (14) are uniformly distributed on the outer wall of the top of the connecting ring (8).