CN109208817A - A method of wire box is fixed in precast shear wall template - Google Patents
A method of wire box is fixed in precast shear wall template Download PDFInfo
- Publication number
- CN109208817A CN109208817A CN201811142070.5A CN201811142070A CN109208817A CN 109208817 A CN109208817 A CN 109208817A CN 201811142070 A CN201811142070 A CN 201811142070A CN 109208817 A CN109208817 A CN 109208817A
- Authority
- CN
- China
- Prior art keywords
- wire box
- shear wall
- precast shear
- type bracket
- wall template
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/02—Details
- H02G3/08—Distribution boxes; Connection or junction boxes
- H02G3/12—Distribution boxes; Connection or junction boxes for flush mounting
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A method of wire box is fixed in precast shear wall template, be intended to overcome it is in the prior art carried out in precast shear wall wire box it is pre-buried when, because electronic box is difficult to fix, cause pre-buried electronic box often occur positioning, dislocation, position inaccuracy disadvantage, there is provided a kind of method that wire box is fixed in precast shear wall template, comprising the following steps: the connector with through-hole A, is installed respectively in the upper and lower surface of wire box；B, wire box described in step A is placed on pre-buried position, upper and lower two extend transversely through the through-hole that reinforcing bar is each passed through connector, extend transversely through reinforcing bar both ends respectively with the reinforcing bar binding and fixing in precast shear wall template；C, T-type bracket is installed at the back side of wire box, T-type bracket one end contact with the back wall of wire box, the reinforcement welding in the T-type bracket other end and precast shear wall template.The present invention has many advantages, such as accurate positioning, fixation, use when being suitble to fix wire box in precast shear wall template.
Description
Technical field
The present invention relates to building field more particularly to a kind of methods that wire box is fixed in precast shear wall template.
Background technique
For convenience of subsequent installation, it is pre-buried to need to carry out wire box when processing precast shear wall, usually by pre-buried wire box and pre-
Reinforced-bar binding in shear wall formwork processed causes pre-buried wire box positioning, dislocation, position often occur not because wire box is difficult to fix
The problems such as accurate.
Summary of the invention
The present invention overcomes in the prior art in precast shear wall carry out wire box it is pre-buried when, because electronic box is difficult to fix,
Cause pre-buried electronic box often occur positioning, dislocation, position inaccuracy disadvantage, it is solid in precast shear wall template to provide one kind
The method of alignment box.
The present invention realize goal of the invention the technical solution adopted is that: a kind of side for fixing wire box in precast shear wall template
Method, comprising the following steps:
A, the connector with through-hole is installed respectively in the upper and lower surface of wire box；
B, wire box described in step A is placed on pre-buried position, upper and lower two extend transversely through reinforcing bar and are each passed through the logical of connector
Hole, extend transversely through reinforcing bar both ends respectively with the reinforcing bar binding and fixing in precast shear wall template；
C, T-type bracket is installed at the back side of wire box, T-type bracket one end contacts with the back wall of wire box, the T-type bracket other end with it is prefabricated
Reinforcement welding in shear wall formwork.
Further, in the step A, wire box can be integrally formed with connector in processing, can also pass through bonding
Mode is fixed.
Further, in the step C, T-type bracket is made of two orthogonal reinforcement weldings.
Further, in the step C, the length of the horizontal ends of T-type bracket is greater than the length of wire box, T-type bracket
Horizontal ends are contacted with the back wall of wire box, and the vertical end of T-type bracket and the back wall of wire box are vertical.
The beneficial effects of the present invention are: wire box is fixed in precast shear wall template by the present invention by extending transversely through reinforcing bar
It is interior, then supported by back wall of the T-type to wire box, wire box is fixed from different perspectives, has accurate positioning, fixation etc. excellent
Point, the appearance again for the problems such as effectively avoiding positioning, dislocation, inaccurate position.
The invention will be further described with specific embodiment with reference to the accompanying drawing.
Detailed description of the invention
Fig. 1 is construction schematic diagram of the invention.
Fig. 2 is the A direction view of Fig. 1.
Fig. 3 is the B direction view of Fig. 1.
In attached drawing, 1 is wire box, 1-1 be connector, 2 be extend transversely through reinforcing bar, 3 be reinforcing bar in precast shear wall template,
4 be T-type bracket.
Specific embodiment
A kind of method for fixing wire box in precast shear wall template of the present embodiment, comprising the following steps:
A, the connector with through-hole is installed respectively in the upper and lower surface of wire box, the preferred wire box of the present embodiment and connector can be
It is integrally formed, can also be fixed by way of bonding when processing；
B, wire box described in step A is placed on pre-buried position, external force damages wire box by pressure when to avoid subsequent concreting, can
First wrap up in that protective layer is pre-buried again in wire box outsourcing, upper and lower two extend transversely through the through-hole that reinforcing bar is each passed through connector, extend transversely through
The outer diameter of reinforcing bar is slightly less than the internal diameter of through-hole, that is, guarantees to walk to avoid wire box from arbitrarily shifting on extending transversely through reinforcing bar again, horizontal
To through reinforcing bar both ends respectively with the reinforcing bar binding and fixing in precast shear wall template；
C, T-type bracket is installed at the back side of wire box, T-type bracket one end contacts with the back wall of wire box, the T-type bracket other end with it is prefabricated
Reinforcement welding in shear wall formwork, the preferred T-type bracket of the present embodiment are made of two orthogonal reinforcement weldings, T-type
The length of the horizontal ends of bracket is greater than the length of wire box, and the horizontal ends of T-type bracket are contacted with the back wall of wire box, and T-type bracket hangs down
Straight end is vertical with the back wall of wire box.
When implementing construction, as shown in the picture, firstly, putting wire box 1 by pre-buried requirement；Then, 2 edge of reinforcing bar will be extended transversely through
Connector 1-1 in wire box 1 is passed through, and is extended transversely through 2 both ends of reinforcing bar and is tied up respectively with the reinforcing bar 3 in neighbouring precast shear wall template
It binds together；Finally, T-type bracket 4 to be placed on to the back side of wire box 1, the horizontal ends of T-type bracket 4 are withstood in the back wall of wire box 1, T
The vertical end of type bracket 4 is welded on the reinforcing bar 3 in nigh precast shear wall template.
Claims (4)
1. a kind of method for fixing wire box in precast shear wall template, which comprises the following steps:
A, the connector with through-hole is installed respectively in the upper and lower surface of wire box；
B, wire box described in step A is placed on pre-buried position, upper and lower two extend transversely through reinforcing bar and are each passed through the logical of connector
Hole, extend transversely through reinforcing bar both ends respectively with the reinforcing bar binding and fixing in precast shear wall template；
C, T-type bracket is installed at the back side of wire box, T-type bracket one end contacts with the back wall of wire box, the T-type bracket other end with it is prefabricated
Reinforcement welding in shear wall formwork.
2. a kind of method for fixing wire box in precast shear wall template according to claim 1, which is characterized in that described
Step A in, wire box and connector can be integrally formed in processing, can also be fixed by way of bonding.
3. a kind of method for fixing wire box in precast shear wall template according to claim 1, which is characterized in that described
Step C in, T-type bracket is made of two orthogonal reinforcement weldings.
4. a kind of method for fixing wire box in precast shear wall template according to claim 1, which is characterized in that described
Step C in, the length of the horizontal ends of T-type bracket is greater than the length of wire box, and the horizontal ends of T-type bracket and the back wall of wire box connect
Touching, the vertical end of T-type bracket and the back wall of wire box are vertical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811142070.5A CN109208817A (en) | 2018-09-28 | 2018-09-28 | A method of wire box is fixed in precast shear wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811142070.5A CN109208817A (en) | 2018-09-28 | 2018-09-28 | A method of wire box is fixed in precast shear wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109208817A true CN109208817A (en) | 2019-01-15 |
Family
ID=64982297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811142070.5A Withdrawn CN109208817A (en) | 2018-09-28 | 2018-09-28 | A method of wire box is fixed in precast shear wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109208817A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989522A (en) * | 2019-04-18 | 2019-07-09 | 上海宝冶集团有限公司 | A kind of fixing means of pre-buried wire box |
| CN110593566A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Novel pre-buried wire box and construction method |
| CN111140012A (en) * | 2020-01-15 | 2020-05-12 | 成都城投远大建筑科技有限公司 | Electrical pre-embedded positioning structure in prefabricated shear wall |
| CN112412026A (en) * | 2020-11-13 | 2021-02-26 | 上海宝冶集团有限公司 | Method for reinforcing machine wire box of clean water wall |
| CN113090046A (en) * | 2021-04-30 | 2021-07-09 | 中国二十二冶集团有限公司 | Positioning method for wire box of fabricated concrete shear wall and special positioning support thereof |
| CN113279577A (en) * | 2021-06-17 | 2021-08-20 | 张家港保税区金运通市政建筑工程有限公司 | Embedded positioning rib wire box structure and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040123996A1 (en) * | 2002-10-08 | 2004-07-01 | Thomas & Betts International, Inc. | Outlet box for concrete walls |
| US20040148875A1 (en) * | 2002-11-12 | 2004-08-05 | Smeed Richard A. | Indicator |
| CN201474264U (en) * | 2009-04-29 | 2010-05-19 | 福建省第五建筑工程公司 | Junction box fixer used on cast-in-place concrete shear wall and framed column |
| CN204118627U (en) * | 2014-09-30 | 2015-01-21 | 中国十七冶集团有限公司 | A kind of pre-buried wiring electricity box being exclusively used in xoncrete structure |
| DE202012013319U1 (en) * | 2012-05-21 | 2016-03-29 | Kunststoffwerk Katzbach Gmbh & Co. Kg | Insulating element for sound insulation and / or for thermal insulation |
-
2018
- 2018-09-28 CN CN201811142070.5A patent/CN109208817A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040123996A1 (en) * | 2002-10-08 | 2004-07-01 | Thomas & Betts International, Inc. | Outlet box for concrete walls |
| US20040148875A1 (en) * | 2002-11-12 | 2004-08-05 | Smeed Richard A. | Indicator |
| CN201474264U (en) * | 2009-04-29 | 2010-05-19 | 福建省第五建筑工程公司 | Junction box fixer used on cast-in-place concrete shear wall and framed column |
| DE202012013319U1 (en) * | 2012-05-21 | 2016-03-29 | Kunststoffwerk Katzbach Gmbh & Co. Kg | Insulating element for sound insulation and / or for thermal insulation |
| CN204118627U (en) * | 2014-09-30 | 2015-01-21 | 中国十七冶集团有限公司 | A kind of pre-buried wiring electricity box being exclusively used in xoncrete structure |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989522A (en) * | 2019-04-18 | 2019-07-09 | 上海宝冶集团有限公司 | A kind of fixing means of pre-buried wire box |
| CN110593566A (en) * | 2019-09-02 | 2019-12-20 | 中冶天工集团天津有限公司 | Novel pre-buried wire box and construction method |
| CN111140012A (en) * | 2020-01-15 | 2020-05-12 | 成都城投远大建筑科技有限公司 | Electrical pre-embedded positioning structure in prefabricated shear wall |
| CN112412026A (en) * | 2020-11-13 | 2021-02-26 | 上海宝冶集团有限公司 | Method for reinforcing machine wire box of clean water wall |
| CN113090046A (en) * | 2021-04-30 | 2021-07-09 | 中国二十二冶集团有限公司 | Positioning method for wire box of fabricated concrete shear wall and special positioning support thereof |
| CN113090046B (en) * | 2021-04-30 | 2023-10-13 | 中国二十二冶集团有限公司 | Positioning method for assembled concrete shear wall wire box and special positioning bracket thereof |
| CN113279577A (en) * | 2021-06-17 | 2021-08-20 | 张家港保税区金运通市政建筑工程有限公司 | Embedded positioning rib wire box structure and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190115 |