CN217298941U

CN217298941U - House building antidetonation foundation ditch

Info

Publication number: CN217298941U
Application number: CN202220372223.0U
Authority: CN
Inventors: 王进喜
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-02-14
Filing date: 2022-02-14
Publication date: 2022-08-26
Anticipated expiration: 2032-02-14

Abstract

The utility model relates to a housing construction technical field specifically is a housing construction antidetonation foundation ditch, including supporting seat subassembly, the supporting seat subassembly outside is equipped with the baffle subassembly, support seat subassembly by multiunit mount pad, mounting panel, liter throat and limiting plate and constitute, and the multiunit mount pad one end is connected through liter throat, the multiunit the one end that the pole that rises throat was kept away from to the mount pad is connected with the limiting plate, the mount pad upper end is equipped with the mounting panel, the baffle subassembly comprises splice plate, connecting plate, pre-buried pipe, spacing seat and locking seat, just all be connected with multiunit pre-buried pipe on splice plate, the connecting plate, be equipped with the spacing seat of multiunit on the pre-buried pipe, pre-buried pipe one end is connected with the locking seat.

Description

House building antidetonation foundation ditch

Technical Field

The utility model relates to a housing construction technical field specifically is a housing construction antidetonation foundation ditch.

Background

The foundation ditch is the soil pit that is excavated according to basement elevation and basic plane size in basic design position, and house building foundation ditch lateral wall easily appears the landslide, influences later stage construction, and current foundation ditch earthquake-resistant structure adopts supporting construction to optimize mostly, nevertheless is difficult to adjust after the installation of large-scale earthquake-resistant structure, places and takes out all comparatively inconveniently.

Therefore, it is necessary to design a seismic pit for a building construction to solve the above-mentioned problems in the background art.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a housing construction antidetonation foundation ditch 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:

the utility model provides a housing construction antidetonation foundation ditch, includes the support seat subassembly, the support seat subassembly outside is equipped with the baffle subassembly, the support seat subassembly comprises multiunit mount pad, mounting panel, liter throat and limiting plate, and the multiunit mount pad one end is connected through rising the throat, the multiunit the one end that the pole that rises throat was kept away from to the mount pad is connected with the limiting plate, the mount pad upper end is equipped with the mounting panel, the baffle subassembly comprises splice plate, connecting plate, pre-buried pipe, spacing seat and locking seat, just all be connected with multiunit pre-buried pipe on splice plate, the connecting plate, be equipped with the spacing seat of multiunit on the pre-buried pipe, pre-buried pipe one end is connected with the locking seat.

As the utility model discloses preferred scheme, pass through bolted connection between mounting panel and splice plate, the connecting plate.

As the utility model discloses preferred scheme, multiunit formula structure as an organic whole between mount pad one end and the liter flexible pole, the multiunit pass through bolted connection between the one end that the liter flexible pole was kept away from to the mount pad and the limiting plate.

As the utility model discloses preferred scheme, formula structure as an organic whole between mount pad and the mounting panel.

As the utility model discloses preferred scheme, pre-buried pipe is installed in the foundation ditch lateral wall through pre-buried, formula structure as an organic whole between pre-buried pipe and the spacing seat.

As the utility model discloses preferred scheme, cup joint between pre-buried pipe and splice plate, the connecting plate and connect, screw through the screw thread between pre-buried pipe and the locking seat and connect.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses in, through the design of mounting panel, form the connection structure between mount pad and splice plate, the connecting plate for constitute between mount pad and splice plate, the connecting plate and unite antidetonation bearing structure, improved the stability of foundation ditch.

2. The utility model discloses in, through the design of supporting seat subassembly, the distance between two sets of mount pads is adjusted to the flexible pole accessible that contracts that rises, the size of matching foundation ditch that can be better can be transferred the distance and is diminished before the installation, conveniently puts into the foundation ditch, enlarges according to the size of foundation ditch after putting into, forms stable bearing structure, and the limiting plate makes the more stable of connecting between the mount pad of both sides.

3. The utility model discloses in, through the design of baffle subassembly, the buried pipe in advance can form effectual sheltering from with the stable installation on the lateral wall of foundation ditch of splice plate, connecting plate, and in splice plate, the connecting plate and the cavity structure, can effectively carry out the shock attenuation.

Drawings

FIG. 1 is an overall structure diagram of the present invention;

FIG. 2 is a structural view of the supporting seat assembly of the present invention;

FIG. 3 is a diagram of a structure of a pre-buried pipe of the present invention;

fig. 4 is a structure view of the locking seat of the present invention.

In the figure: 1. a support base assembly; 101. a mounting seat; 102. mounting a plate; 103. lifting and shrinking the rod; 104. a limiting plate; 2. a baffle assembly; 201. splicing plates; 202. a connecting plate; 203. pre-burying a pipe; 204. a limiting seat; 205. and a locking seat.

Detailed Description

The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.

In order to facilitate understanding of the invention, the invention will be described more fully hereinafter with reference to the accompanying drawings, in which several embodiments of the invention are shown, but which can be embodied in many different forms and are not limited to the embodiments described herein, but which are provided so as to render the disclosure of the invention more thorough and complete.

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 an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements 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.

Please refer to fig. 1-4, the present invention provides a technical solution:

the utility model provides a housing construction antidetonation foundation ditch, including supporting seat subassembly 1, supporting seat subassembly 1 outside is equipped with baffle subassembly 2, supporting seat subassembly 1 is by multiunit mount pad 101, mounting panel 102, it constitutes to rise telescopic rod 103 and limiting plate 104, and multiunit mount pad 101 one end is connected through rising telescopic rod 103, the one end that the telescopic rod 103 was kept away from to multiunit mount pad 101 is connected with limiting plate 104, mount pad 101 upper end is equipped with mounting panel 102, baffle subassembly 2 is by splice plate 201, connecting plate 202, pre-buried pipe 203, spacing seat 204 and locking seat 205 are constituteed, and splice plate 201, all be connected with multiunit pre-buried pipe 203 on the connecting plate 202, be equipped with the spacing seat of multiunit 204 on the pre-buried pipe 203, pre-buried pipe 203 one end is connected with locking seat 205.

In an embodiment, referring to fig. 2, fig. 3 and fig. 4, the mounting plate 102 is connected with the splice plate 201 and the connection plate 202 through bolts, and a connection structure between the mounting base 101 and the splice plate 201 and the connection plate 202 is formed through the design of the mounting plate 102, so that a joint anti-seismic support structure is formed among the mounting base 101, the splice plate 201 and the connection plate 202, and the stability of the foundation pit is improved.

Embodiment, please refer to fig. 1 and 2, formula structure as an organic whole between multiunit mount pad 101 one end and the liter shrinkage pole 103, pass through bolted connection between the one end that multiunit mount pad 101 kept away from liter shrinkage pole 103 and the limiting plate 104, formula structure as an organic whole between mount pad 101 and the mounting panel 102, design through support base subassembly 1, rise the shrinkage pole 103 accessible and stretch out and draw back and adjust the distance between two sets of mount pads 101, the size of matching foundation ditch that can be better, can reduce the distance before the installation, conveniently put into the foundation ditch, enlarge according to the size of foundation ditch after putting into, form stable bearing structure, limiting plate 104 makes between the both sides mount pad 101 to connect more stable.

The embodiment, please refer to fig. 1, fig. 3 and fig. 4, the pre-buried pipe 203 is installed in the side wall of the foundation pit through pre-burying, the pre-buried pipe 203 and the spacing seat 204 are of an integral structure, the pre-buried pipe 203 and the splice plate 201 are connected with each other through sleeving between the connecting plate 202, the pre-buried pipe 203 and the locking seat 205 are connected through screwing in threads, through the design of the baffle assembly 2, the splice plate 201 and the connecting plate 202 can be stably installed on the side wall of the foundation pit through the pre-buried pipe 203, effective shielding is formed, and the splice plate 201, the cavity structure in the connecting plate 202 can effectively absorb shock.

The working principle is as follows: when in use, through the design of the supporting seat component 1, the distance between the two groups of mounting seats 101 can be adjusted by the telescopic rod 103, the size of a foundation pit can be better matched, the distance can be adjusted to be small before mounting, the foundation pit can be conveniently placed, the splicing plates 201 and the connecting plates 202 are mounted, after being placed, the splicing plates 201 and the connecting plates 202 are enlarged according to the size of the foundation pit to form a stable supporting structure, the connection between the mounting seats 101 at two sides is more stable through the limiting plates 104, through the design of the baffle component 2, the splicing plates 201 and the connecting plates 202 can be stably mounted on the side walls of the foundation pit through the pre-buried pipes 203 to form effective shielding, and the splicing plates 201 and the connecting plates 202 are internally provided with cavity structures, so that the shock can be effectively absorbed, through the design of the mounting plates 102, the connecting structures between the mounting seats 101 and the splicing plates 201 and the connecting plates 202 are formed, and a combined shock-proof supporting structure is formed among the mounting seats 101, the splicing plates 201 and the connecting plates 202, the stability of foundation ditch has been improved.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a housing construction antidetonation foundation ditch, includes support seat subassembly (1), its characterized in that: the baffle plate assembly (2) is arranged outside the supporting seat assembly (1), the supporting seat assembly (1) consists of a plurality of groups of mounting seats (101), mounting plates (102), telescopic rods (103) and limiting plates (104), one ends of the multiple groups of mounting seats (101) are connected through a telescopic rod (103), one end of each group of mounting seats (101) far away from the telescopic rod (103) is connected with a limiting plate (104), the upper end of the mounting seat (101) is provided with a mounting plate (102), the baffle plate component (2) consists of a splice plate (201), a connecting plate (202), a pre-buried pipe (203), a limiting seat (204) and a locking seat (205), and the splicing plates (201) and the connecting plates (202) are connected with a plurality of groups of embedded pipes (203), the embedded pipe (203) is provided with a plurality of groups of limiting seats (204), and one end of the embedded pipe (203) is connected with a locking seat (205).

2. An earthquake-resistant foundation pit for building construction according to claim 1, characterized in that: the mounting plate (102) is connected with the splicing plate (201) and the connecting plate (202) through bolts.

3. An earthquake-resistant foundation pit for building construction according to claim 1, characterized in that: the multi-group structure as an organic whole between mount pad (101) one end and the liter shrinkage pole (103), the multi-group pass through bolted connection between the one end and the limiting plate (104) of keeping away from liter shrinkage pole (103) of mount pad (101).

4. An earthquake-resistant foundation pit for building construction according to claim 1, characterized in that: the installation seat (101) and the installation plate (102) are of an integrated structure.

5. An earthquake-resistant foundation pit for house buildings according to claim 1, characterized in that: the embedded pipe (203) is installed in the side wall of the foundation pit through embedding, and the embedded pipe (203) and the limiting seat (204) are of an integrated structure.

6. An earthquake-resistant foundation pit for building construction according to claim 1, characterized in that: the embedded pipe (203) is connected with the splicing plates (201) and the connecting plates (202) in a sleeved mode, and the embedded pipe (203) is connected with the locking seat (205) in a screwed mode through threads.