CN105003029B - Sleeve muscle straightening opposed former - Google Patents
Sleeve muscle straightening opposed former Download PDFInfo
- Publication number
- CN105003029B CN105003029B CN201510431782.9A CN201510431782A CN105003029B CN 105003029 B CN105003029 B CN 105003029B CN 201510431782 A CN201510431782 A CN 201510431782A CN 105003029 B CN105003029 B CN 105003029B
- Authority
- CN
- China
- Prior art keywords
- plate
- embedded bar
- hole
- sleeve
- opposed former
- Prior art date
Links
- 210000003205 Muscles Anatomy 0.000 title claims abstract description 15
- 239000010410 layers Substances 0.000 claims description 15
- 230000003014 reinforcing Effects 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 5
- 239000011514 iron Substances 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims 1
- 238000006073 displacement reactions Methods 0.000 abstract description 7
- 238000005266 casting Methods 0.000 abstract description 5
- 238000000034 methods Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
Description
Technical field
The invention belongs to Architectural Equipment technical field, more particularly to a kind of sleeve muscle straightening opposed former.
Background technology
In-situ layer needs to be spliced with shear wall in assembled architecture, and wherein in-situ layer reinforcing bar is pre- according to drawing in advance It has been buried that, when installing shear wall, the reinforcing bar of in-situ layer just inserts the sleeve of shear wall and then by injecting grout material by now Layer and shear wall is poured to splice, but when pouring in-situ layer because workman constructs roughly or produces the feelings such as extruding during casting concrete Condition makes embedded bar bent or displacement, when being spliced with shear wall, and the embedded bar of in-situ layer can not be properly inserted shearing Wall sleeve, influence construction quality and construction speed.
The content of the invention
To make up the deficiencies in the prior art, the present invention provides a kind of sleeve muscle straightening for being used for fixing in-situ layer embedded bar Opposed former, being enclosed on embedded bar when cast-in-place prevents reinforcing bar from bent or displacement.
The present invention is achieved through the following technical solutions：
A kind of sleeve muscle straightening opposed former, it is characterized in that：Pass through even including plate A and plate B, the plate A and plate B Connect and have some through holes on muscle connection, plate A and plate B.
It is provided with the sleeve muscle straightening opposed former of the present invention, the plate A and plate B and facilitates insertion into what vibrating spear was vibrated Vibrate hole.
The sleeve muscle straightening opposed former of the present invention, the node that the distance between the plate A and plate B are equal to in-situ layer is wide Degree, plate A and plate B length is equal to the wall length of adjacent two exterior wall, and width is equal to thickness of wall body, the number of through hole on plate A and plate B Amount, position and spacing are identical with the quantity of the embedded bar of in-situ layer, position and spacing, and through-hole diameter is more than the straight of embedded bar Footpath, plate A and plate B are enclosed on adjacent two exterior wall, and through hole is just enclosed on the embedded bar of exterior wall carries out pouring for in-situ layer again.
Further, sleeve muscle straightening opposed former of the invention, the plate A and plate B are two iron plates, and dowel uses two Reinforcing bar is welded with A and plate B, it is ensured that be connected firmly.
The beneficial effects of the invention are as follows：The present invention is enclosed on to the pre-buried steel of adjacent two exterior wall simultaneously before casting concrete On muscle, by each embedded bar be fixed can not displacement, prevent because workman constructs roughly or the extruding of concrete make it is pre-buried Reinforcing bar be bent or displacement, it is ensured that the splicing of postorder and shear wall is smoothed out, and makes hoisting process fast accurate.
Brief description of the drawings
Accompanying drawing 1 is the structural representation of the present invention.
In figure, 1 plate A, 2 plate B, 3 dowels, 4 through holes, 5 vibrate hole.
Embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.
Accompanying drawing is a kind of embodiment of the present invention.It is thickness that the embodiment, which includes plate A1 and plate B2, plate A1 and plate B2, 2mm two iron plates are spent, are connected by dowel 3, the reinforcing bar that dowel 3 is two Φ 12 is welded with plate A1, plate B2, plate A1 and plate Have some through holes 4 on B2, the quantity of quantity, position and the spacing of through hole 4 and the embedded bar of in-situ layer, position and Away from identical, the diameter of through hole 4 is more than the diameter of embedded bar to ensure smoothly to pack into embedded bar, between plate A1 and plate B2 Apart from the node width for being equal to in-situ layer, plate A and plate B through hole 4 are inserted in the embedded bar of adjacent two exterior wall simultaneously, and enhancing is stable Property.
Before in-situ layer casting concrete, the sleeve muscle straightening opposed former of the present embodiment is enclosed on adjacent two exterior wall On embedded bar, the diameter of through hole 4 is than the big 2mm of diameter of embedded bar, and each through hole 4 corresponds to every embedded bar, plate A1 and Plate B2 length is equal to the wall length of adjacent two exterior wall, and it is neat that width is equal to thickness of wall body, i.e. two iron plate ends and wall end Flat, two iron plates will keep straight stabilization to carry out having two diameters on concreting, plate A1 and plate B2 after putting 100mm hole 5 of vibrating, vibrator can be inserted the vibration compacting of hole 5 that vibrates, the sleeve muscle straightening when being poured into after certain thickness Opposed former be enclosed on embedded bar when can ensure casting concrete embedded bar can not displacement, spliced with shear wall Formula, shear wall sleeve can accurately be rapidly inserted into embedded bar, and work can be efficiently completed very much so in hoisting process.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510431782.9A CN105003029B (en) | 2015-07-22 | 2015-07-22 | Sleeve muscle straightening opposed former |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510431782.9A CN105003029B (en) | 2015-07-22 | 2015-07-22 | Sleeve muscle straightening opposed former |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105003029A CN105003029A (en) | 2015-10-28 |
| CN105003029B true CN105003029B (en) | 2017-10-27 |
Family
ID=54375871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510431782.9A CN105003029B (en) | 2015-07-22 | 2015-07-22 | Sleeve muscle straightening opposed former |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105003029B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908977B (en) * | 2016-06-08 | 2019-02-15 | 成都建筑工程集团总公司 | Joint bar constructing structure and method |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10317674A (en) * | 1997-05-19 | 1998-12-02 | Tokyo Tekko Co Ltd | Positioning device for deformed bar |
| CN202012153U (en) * | 2010-12-20 | 2011-10-19 | 北京市建筑工程研究院有限责任公司 | Steel bar positioning fixture |
| CN202047588U (en) * | 2011-03-28 | 2011-11-23 | 江苏天宇建设工程有限公司 | Forming template in concrete structure convenient for reserving reinforcing steel bars |
| CN102900168B (en) * | 2012-10-08 | 2014-08-20 | 沈阳建筑大学 | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall |
| CN102877649B (en) * | 2012-10-27 | 2014-10-08 | 二十二冶集团第一建设有限公司 | Prefabricated concrete structure interlayer pouring construction method |
| CN104594641B (en) * | 2015-01-28 | 2016-08-24 | 北京住总集团有限责任公司 | The reinforcing bar localization method that a kind of precast wall body is installed |
| CN204919995U (en) * | 2015-07-22 | 2015-12-30 | 山东明达建筑科技有限公司 | Sleeve muscle alignment butt joint template |
-
2015
- 2015-07-22 CN CN201510431782.9A patent/CN105003029B/en active IP Right Grant
Also Published As
| Publication number | Publication date |
|---|---|
| CN105003029A (en) | 2015-10-28 |
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