CN105003029B - Sleeve muscle straightening opposed former - Google Patents

Sleeve muscle straightening opposed former Download PDF

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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
Application number
CN201510431782.9A
Other languages
Chinese (zh)
Other versions
CN105003029A (en
Inventor
李希卫
于文利
吕绪亮
Original Assignee
山东明达建筑科技有限公司
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Priority to CN201510431782.9A priority Critical patent/CN105003029B/en
Publication of CN105003029A publication Critical patent/CN105003029A/en
Application granted granted Critical
Publication of CN105003029B publication Critical patent/CN105003029B/en

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Abstract

Connected the invention discloses a kind of sleeve muscle straightening opposed former, including plate A and plate B, plate A and plate B by dowel, some through holes are had on plate A and plate B.The sleeve muscle straightening opposed former is enclosed on before casting concrete on the embedded bar of adjacent two exterior wall, each embedded bar is fixed can not displacement, prevent because workman constructs roughly or the extruding of concrete makes embedded bar bent or displacement, ensure that the splicing of postorder and shear wall is smoothed out, make hoisting process fast accurate.

Description

Sleeve muscle straightening opposed former

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)

1. a kind of sleeve muscle straightening opposed former, it is characterised in that:Including plate A(1)With plate B(2), the plate A(1)With plate B(2) Pass through dowel(3)Connection, plate A(1)With plate B(2)On have some through holes(4);The plate A(1)With plate B(2)On open Have and facilitate insertion into the hole of vibrating that vibrating spear is vibrated(5);The plate A(1)With plate B(2)The distance between be equal to in-situ layer Node width;The plate A(1)With plate B(2)Upper through hole(4)Quantity, position and spacing and in-situ layer embedded bar number Amount, position are identical with spacing, through hole(4)Diameter is more than the diameter of embedded bar;The plate A(1)With plate B(2)Length be equal to The wall length of adjacent two exterior wall, width is equal to thickness of wall body;The plate A(1)With plate B(2)For two iron plates, dowel(3)Adopt With two reinforcing bars and plate A(1)With plate B(2)Welding.
CN201510431782.9A 2015-07-22 2015-07-22 Sleeve muscle straightening opposed former CN105003029B (en)

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

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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)

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CN (1) CN105003029B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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Publication number Publication date
CN105003029A (en) 2015-10-28

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