CN205387709U - Board -like U type cell body supporting construction of off -load - Google Patents

Board -like U type cell body supporting construction of off -load Download PDF

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Publication number
CN205387709U
CN205387709U CN201620195022.2U CN201620195022U CN205387709U CN 205387709 U CN205387709 U CN 205387709U CN 201620195022 U CN201620195022 U CN 201620195022U CN 205387709 U CN205387709 U CN 205387709U
Authority
CN
China
Prior art keywords
vertical panel
cell body
type groove
groove body
type cell
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.)
Expired - Fee Related
Application number
CN201620195022.2U
Other languages
Chinese (zh)
Inventor
曾庆辉
汪智慧
高文英
戴武奎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Northeast Architectural Design and Research Institute Co Ltd
Original Assignee
China Northeast Architectural Design and Research Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Northeast Architectural Design and Research Institute Co Ltd filed Critical China Northeast Architectural Design and Research Institute Co Ltd
Priority to CN201620195022.2U priority Critical patent/CN205387709U/en
Application granted granted Critical
Publication of CN205387709U publication Critical patent/CN205387709U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a board -like U type cell body supporting construction of off -load, the structure sets up between built -up areas and construction area, the structure includes U type cell body and vertical panel, the degree of depth of vertical panel is greater than U type cell body, in U type cell body below, the stock is fixed vertical panel in the earthwork, vertical panel is 2 groups, connects through the crossbeam, U type cell body includes underbeam, upper beam and middle tie -beam, and underbeam, upper beam and middle tie -beam all are connected with the upright roof beam of both sides, the top of U type cell body sets up the pipeline passageway, all is full of earth in the U type cell body and in the vertical panel. The utility model has the advantages that: owing to set up vertical panel and U type cell body two -stage buffer to adopted stock and anchor rammer fixing means to fix vertical panel in the earthwork of U type groove below, consequently, can not cause the influence to built -up areas in the time of can guaranteeing to be under construction, and guarantee that the construction area side can not take place the landslide accident.

Description

A kind of board-like U-type groove body supporting construction of off-load
Technical field
This utility model relates to building field, specifically a kind of supporting construction.
Background technology
Construct in built district, often built-up areas are impacted, when especially carrying out the matrix operation of the bigger degree of depth, the deformation failure of building in built-up areas can be caused, still there is no now good solution.
Summary of the invention
For solving above-mentioned technical problem, the purpose of this utility model is to provide a kind of supporting construction that can built-up areas be protected, and concrete technical scheme is as follows:
A kind of board-like U-type groove body supporting construction of off-load, described structure is arranged between built-up areas and construction area, and described structure includes U-type groove body and vertical panel, and the degree of depth of described vertical panel is more than U-type groove body, below U-type groove body, vertical panel is fixed in the earthwork by anchor pole;Vertical panel is 2 groups, is connected by crossbeam;U-type groove body includes the tie-beam of underbeam, upper beam and centre, and the tie-beam of underbeam, upper beam and centre is all connected with the vertical beam of both sides;U-type groove body be provided above pipeline passway, be each filled with earth in U-type groove body and in vertical panel.
Also setting up cell wall layer between described vertical beam and vertical panel, described cell wall layer adopts cement mortar pouring to make.
U-type groove body is arranged above supercrust, and supercrust is multiple structure, respectively the reinforcing bar stratum reticulare of reinforced concrete floor and both sides thereof.
The utility model has the advantages that: owing to being provided with vertical panel and U-type groove body two-stage buffer unit, and have employed anchor pole and vertical panel is fixed in the earthwork below U-type groove by anchor upsetting fixing means, therefore, can ensure will not built-up areas be impacted when constructing, and ensure that cave in accident will not occur side, construction area.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
This utility model is illustrated, as it is shown in figure 1, be arranged between built-up areas 12 and construction area 11 below in conjunction with accompanying drawing, including U-type groove body and vertical panel 10, the degree of depth of described vertical panel 10 is more than U-type groove body, and below U-type groove body, vertical panel 10 is fixed in the earthwork by anchor pole 8 by anchor upsetting 9;Vertical panel 10 is 2 groups, is connected by crossbeam 13;U-type groove body includes the tie-beam 6 of underbeam 7, upper beam 5 and centre, and the tie-beam 6 of underbeam 7, upper beam 5 and centre is all connected with the vertical beam 4 of both sides;U-type groove body be provided above pipeline passway 2, be each filled with earth in U-type groove body and in vertical panel.
Also setting up cell wall layer 3 between described vertical beam 4 and vertical panel 10, described cell wall layer adopts cement mortar pouring to make.
U-type groove body is arranged above supercrust 1, and supercrust is multiple structure, respectively the reinforcing bar stratum reticulare of reinforced concrete floor and both sides thereof.

Claims (3)

1. the board-like U-type groove body supporting construction of off-load, it is characterised in that: described structure is arranged between built-up areas and construction area, and described structure includes U-type groove body and vertical panel, and the degree of depth of described vertical panel is more than U-type groove body;Below U-type groove body, vertical panel is fixed in the earthwork by anchor pole;Vertical panel is 2 groups, is connected by crossbeam;U-type groove body includes the tie-beam of underbeam, upper beam and centre, and the tie-beam of underbeam, upper beam and centre is all connected with the vertical beam of both sides;U-type groove body be provided above pipeline passway, be each filled with earth in U-type groove body and in vertical panel.
2. the board-like U-type groove body supporting construction of off-load according to claim 1, it is characterised in that: also set up cell wall layer between described vertical beam and vertical panel.
3. the board-like U-type groove body supporting construction of off-load according to claim 1, it is characterised in that: U-type groove body is arranged above supercrust, and supercrust is multiple structure, respectively the reinforcing bar stratum reticulare of reinforced concrete floor and both sides thereof.
CN201620195022.2U 2016-03-14 2016-03-14 Board -like U type cell body supporting construction of off -load Expired - Fee Related CN205387709U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620195022.2U CN205387709U (en) 2016-03-14 2016-03-14 Board -like U type cell body supporting construction of off -load

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620195022.2U CN205387709U (en) 2016-03-14 2016-03-14 Board -like U type cell body supporting construction of off -load

Publications (1)

Publication Number Publication Date
CN205387709U true CN205387709U (en) 2016-07-20

Family

ID=56375877

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620195022.2U Expired - Fee Related CN205387709U (en) 2016-03-14 2016-03-14 Board -like U type cell body supporting construction of off -load

Country Status (1)

Country Link
CN (1) CN205387709U (en)

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160720

Termination date: 20170314