CN205776197U - Idle discharge frame is hung in a kind of rock anchorage beam concrete construction - Google Patents
Idle discharge frame is hung in a kind of rock anchorage beam concrete construction Download PDFInfo
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- CN205776197U CN205776197U CN201620472242.5U CN201620472242U CN205776197U CN 205776197 U CN205776197 U CN 205776197U CN 201620472242 U CN201620472242 U CN 201620472242U CN 205776197 U CN205776197 U CN 205776197U
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- tubing
- hung
- beam concrete
- concrete construction
- idle discharge
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Abstract
Idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it includes that horizontal tubing and longitudinal tubing are mutually perpendicular to the crisscross framework connecting and being formed, wherein, many horizontal tubing the most vertical connections form horizontal support face, being provided with springboard on horizontal support face, framework is connected with anchor pole by lacing wire, is provided with band in the bottom of framework and turns reinforcing bar, band turns that reinforcing bar and anchor pole are fixing to be connected, is provided with safe green net at frame facet.This utility model provides a kind of cost and puts into low, saves construction material, shortens construction period, and simple in construction, sets up quick, safe and reliable rock anchorage beam concrete construction and hang idle discharge frame.
Description
Technical field
This utility model belongs to engineering construction aid field, is specifically related to a kind of rock anchorage beam concrete construction and hangs idle discharge frame.
Background technology
In underground engineering rock anchorage beam concrete construction, frequently with construction framed bent for personnel's job execution.And limited by space and execution conditions etc., framed bent of constructing when construction part is higher away from ground is typically set up, the cycle of removing is long, and elevation construction operation following on framed bent position impact is bigger.And the rock anchorage beam concrete construction general duration is longer, it is longer that holding time set up by framed bent, produces construction and there is certain interference, causes construction effect and reduces.
Summary of the invention
Technical problem to be solved in the utility model is for above-mentioned the deficiencies in the prior art, and a kind of cost provided puts into low, saves construction material, shortens construction period, and simple in construction, sets up quick, safe and reliable rock anchorage beam concrete construction and hang idle discharge frame.
The purpose of utility model is achieved in that
Idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it includes that horizontal tubing and longitudinal tubing are mutually perpendicular to the crisscross framework connecting and being formed, wherein, many horizontal tubing the most vertical connections form horizontal support face, being provided with springboard on horizontal support face, framework is connected with anchor pole by lacing wire, is provided with band in the bottom of framework and turns reinforcing bar, band turns that reinforcing bar and anchor pole are fixing to be connected, is provided with safe green net at frame facet.
Above-mentioned horizontal tubing and longitudinal tubing are steel pipe.
Above-mentioned springboard is bamboo springboard or wood springboard.
Above-mentioned band turns reinforcing bar and anchor pole two-sided welding.
Many horizontal tubing and Duo Gen longitudinal direction tubing are mutually connected vertically formation facade two-by-two, and facade is provided with X-type strengthening frame.
Above-mentioned X-type strengthening frame includes the fixing bar that two interconnections are arranged.
Use said structure, this utility model is built and dismantles simply, and the green net of safety can be increased as required and can significantly improve safety coefficient, band turns reinforcing bar and is connected with anchor pole can be effectively improved bonding strength by lacing wire, in addition, this utility model reduces the input of cost, has saved construction material, shorten construction period, and simple in construction, set up quick, safe and reliable.
Accompanying drawing explanation
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is front view of the present utility model;
Fig. 2 is side view of the present utility model;
Fig. 3 is the partial enlarged drawing in Fig. 2 at A.
Detailed description of the invention
Idle discharge frame is hung in a kind of rock anchorage beam concrete construction as shown in Figure 1 to Figure 3, it includes that horizontal tubing 1 and longitudinal tubing 2 are mutually perpendicular to the crisscross framework connecting and being formed, wherein, many horizontal tubing 1 the most vertical connections form horizontal support face, being provided with springboard 3 on horizontal support face, framework is connected with anchor pole 5 by lacing wire 4, is provided with band in the bottom of framework and turns reinforcing bar 6, band turns that reinforcing bar 6 and anchor pole 5 is fixing to be connected, is provided with safe green net 7 at frame facet.
Described horizontal tubing 1 and longitudinal tubing 2 are steel pipe.
Described springboard 3 is bamboo springboard or wood springboard.
Described band turns reinforcing bar 6 and anchor pole 5 two-sided welding.
Many horizontal tubing 1 and Duo Gen longitudinal direction tubing 2 are mutually connected vertically formation facade two-by-two, and facade is provided with X-type strengthening frame.
Described X-type strengthening frame includes the fixing bar 8 that two interconnections are arranged.
Use said structure, during use, operate according to the following steps:
1) horizontal tubing is set up into framed bent with longitudinal tubing by fastener, lacing wire is passed through in the horizontal support face of framework and is connected with anchor pole, and band is turned reinforcing bar weld with anchor pole.
2) framed bent bottom steel pipe box is turned on reinforcing bar at connection reinforcing bar, band.
3) springboard is laid on framed bent formation job platform, safety green net all standing outside framed bent.
4) along with the construction of rock anchorage beam concrete, gradually increase and hang idle discharge frame.
5) after rock anchorage beam concrete construction completes, carrying out framed bent dismounting from top to bottom, lacing wire and crag anchor pole use oxygen welding cutting.
Claims (6)
1. idle discharge frame is hung in a rock anchorage beam concrete construction, it is characterized in that: it includes that horizontal tubing (1) and longitudinal tubing (2) are mutually perpendicular to the crisscross framework connecting and being formed, wherein, many horizontal tubing (1) the most vertical connections form horizontal support face, horizontal support face is provided with springboard (3), framework is connected with anchor pole (5) by lacing wire (4), it is provided with band in the bottom of framework and turns reinforcing bar (6), band turns that reinforcing bar (6) and anchor pole (5) are fixing to be connected, is provided with safe green net (7) at frame facet.
The most according to claim 1, idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it is characterised in that: described horizontal tubing (1) and longitudinal tubing (2) they are steel pipe.
The most according to claim 1, idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it is characterised in that: described springboard (3) is bamboo springboard or wood springboard.
The most according to claim 1, idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it is characterised in that: described band turns reinforcing bar (6) and anchor pole (5) two-sided welding.
The most according to claim 1, idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it is characterised in that: many horizontal tubing (1) and many longitudinal tubing (2) are mutually connected vertically formation facade two-by-two, and facade is provided with X-type strengthening frame.
The most according to claim 5, idle discharge frame is hung in a kind of rock anchorage beam concrete construction, it is characterised in that: described X-type strengthening frame includes the fixing bar (8) that two interconnections are arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620472242.5U CN205776197U (en) | 2016-05-23 | 2016-05-23 | Idle discharge frame is hung in a kind of rock anchorage beam concrete construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620472242.5U CN205776197U (en) | 2016-05-23 | 2016-05-23 | Idle discharge frame is hung in a kind of rock anchorage beam concrete construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205776197U true CN205776197U (en) | 2016-12-07 |
Family
ID=58115948
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620472242.5U Expired - Fee Related CN205776197U (en) | 2016-05-23 | 2016-05-23 | Idle discharge frame is hung in a kind of rock anchorage beam concrete construction |
Country Status (1)
Country | Link |
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CN (1) | CN205776197U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106884671A (en) * | 2017-03-06 | 2017-06-23 | 刘冲 | The method for protecting support of underground coal mine working face air intake crossheading |
CN108532614A (en) * | 2018-03-23 | 2018-09-14 | 中铁上海工程局集团有限公司 | Pumping fills out formula soil moved in improve the original inoculation method |
-
2016
- 2016-05-23 CN CN201620472242.5U patent/CN205776197U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106884671A (en) * | 2017-03-06 | 2017-06-23 | 刘冲 | The method for protecting support of underground coal mine working face air intake crossheading |
CN108532614A (en) * | 2018-03-23 | 2018-09-14 | 中铁上海工程局集团有限公司 | Pumping fills out formula soil moved in improve the original inoculation method |
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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: 20161207 Termination date: 20200523 |