CN209468925U - It can turnover type shear wall horizontal reinforcement locator - Google Patents
It can turnover type shear wall horizontal reinforcement locator Download PDFInfo
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- CN209468925U CN209468925U CN201821932293.7U CN201821932293U CN209468925U CN 209468925 U CN209468925 U CN 209468925U CN 201821932293 U CN201821932293 U CN 201821932293U CN 209468925 U CN209468925 U CN 209468925U
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- horizontal reinforcement
- bar
- upright
- shear wall
- turnover type
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Abstract
The utility model belongs to structural shear wall construction field, the problems such as when in order to solve to lay construction shear wall horizontal bar using time-consuming, labour-consuming existing for tradition sizing " ladder muscle ", and then provide one kind can turnover type shear wall horizontal reinforcement locator, including control cross bar, upright bar and pedestal, two upright bars are vertically arranged in parallel, bottom of upright rod is connected separately with pedestal, vertically uniformly distributed interval is provided with several jacks one that cross bar is controlled for be inserted into installation in upright bar, and jack is first is that transversely and horizontally to wearing in upright bar；Two control cross bars in two upright bars positioned at sustained height collectively form taking for horizontal reinforcement and are laid flat platform.Upper and lower level horizontal reinforcement spacing can be effectively controlled using the vertical spacing of jack one in upright bar, then the specific location of horizontal reinforcement can be effectively controlled using the abutment sleeve and groove that control on cross bar, it can effectively ensure that shear force wall reinforcing steel bar binds quality, it is ensured that shear wall horizontal reinforcement spacing meets specification and design requirement.
Description
Technical field
The utility model belongs to structural shear wall construction field, and in particular to one kind can turnover type shear wall horizontal reinforcement it is fixed
Position device.
Background technique
When main structure shear wall construction, usually using sizing " ladder muscle " come guarantee the spacing of horizontal bar in shear wall,
Position, but this kind of ladder muscle itself can not be recycled, and manufacturing process is bothersome, takes a lot of work, and usually pours together with distributing bar
It builds in structure, construction cost is caused to increase.
Summary of the invention
Using expense existing for tradition sizing " ladder muscle " when the utility model is in order to solve to lay construction shear wall horizontal bar
When, the problems such as of taking a lot of work, and then providing one kind can turnover type shear wall horizontal reinforcement locator.
The utility model adopts the following technical solution:
One kind can turnover type shear wall horizontal reinforcement locator, including control cross bar, upright bar and pedestal, two upright bars it is vertical
Be arranged in parallel, bottom of upright rod is connected separately with pedestal, in upright bar vertically uniformly distributed interval be provided with it is several horizontal for being inserted into installation control
The jack one of bar, jack is first is that transversely and horizontally to wearing in upright bar；Positioned at two controls of sustained height in two upright bars
Cross bar collectively forms taking for horizontal reinforcement and is laid flat platform.
Left section of the control cross bar is equipped with mantle fiber and mating nut, and middle section is equipped with vertical abutment sleeve, abutment sleeve structure
At the anchor point of first row horizontal reinforcement, right section is provided with positioning groove, and groove constitutes the anchor point of second row horizontal reinforcement.
The depth of groove is 5mm.
The middle of the base is provided with the jack two for connecting upright pole, and pedestal periphery is the double concave with four wing leg plates
Structure.
The upright bar is square tube, is highly not less than 3m, and one diameter of jack in upright bar is Φ 20mm, between adjacent receptacle one
Away from for 50mm.
The utility model has the following beneficial effects:
1, utility model device be according to shear wall horizontal reinforcement design spacing meet building module the characteristics of design and
At, upper and lower level horizontal reinforcement spacing can be effectively controlled using the vertical spacing of jack one in upright bar, then using control cross bar on
Abutment sleeve and groove the specific location of horizontal reinforcement can be effectively controlled, can effectively ensure that shear force wall reinforcing steel bar binds quality, really
It protects shear wall horizontal reinforcement spacing and meets specification and design requirement；
2, the tool can make shear wall horizontal reinforcement disposably be installed to design position in use, when shear wall steel
After muscle is installed, it can be moved to other positions reuse at any time, reduce construction cost, changing previous ladder muscle can not week
Turn the phenomenon that using, increasing reinforcing bar usage amount, promotion prospect is preferable；
3, it can be adjusted by adjusting spacing between the abutment sleeve and groove in the vertical spacing and control cross bar of cross bar
The default installation dimension of whole shear wall horizontal reinforcement has versatility.
Detailed description of the invention
Fig. 1 is the usage state diagram of the utility model；
Fig. 2 is the connection schematic diagram of upright bar and pedestal；
Fig. 3 is the structural schematic diagram for controlling cross bar；
Fig. 4 is the structural schematic diagram of upright bar；
Fig. 5 is the structural schematic diagram of pedestal；
In figure: 1- horizontal reinforcement, 2- control cross bar, 3- upright bar, 4- pedestal；
21- mantle fiber, 22- nut, 23- abutment sleeve, 24- positioning groove, 31- square tube, 32- jack one, 41- jack two,
42- wing leg plate.
Specific embodiment
As shown in Figure 1, the utility model can turnover type shear wall horizontal reinforcement locator mainly by pedestal, upright bar, control
Cross bar composition.
The structure of pedestal is as shown in figure 5, be that 5mm steel plate is cut into 300 × 500 double concave size to form, generally
" recess shape " i.e. " X " type has no effect on reinforcing bar binding, really using recess and wing leg plate in order to which it is placed on shear wall root
The installation for protecting locator is stablized.
Upright bar structure is as shown in figure 4, being cut, being made according to shear wall height using square tube (150mm × 100mm)
(being generally made as 3m high), and in square tube short side one end, aperture placed in the middle forms jack one according to 50mm spacing, aperture size is with Φ
20 are advisable.
The structure of cross bar is controlled as shown in figure 3, selecting reinforcement fabrication control matched with one bore hole size of jack in upright bar
Cross bar processed is several (bar diameter Φ 18 is advisable), while welding spacer bar (Φ 10) on cross bar according to drawing requirement and forming positioning sleeve
Cylinder and positioning groove (depth 5mm is advisable), abutment sleeve reinforcing bar protrude into the length and first row of square tube for fixed control cross bar
Horizontal reinforcement positioning, positioning groove are positioned for second row horizontal reinforcement, and spacer bar and positioning groove can be according to drawing requirements
Carry out spacing adjustment, it is ensured that meet design requirement after reinforcing bar binding spacing.
Mantle fiber processing (close to abutment sleeve reinforcing bar one end) is carried out in control cross bar one end, interspersed square tube one end watches close positioning
Mating nut is tightened after reinforcing bar, is prevented control cross bar from lateral displacement occur, is caused the phenomenon of transverse steel spacing inaccuracy,
Then by upright bar and tube chamber welds with base, it is ensured that it is firm, it is formed shown in Fig. 2.
The application method of utility model device is as follows:
Cross bar spacing according to the requirements of the drawings will be controlled and penetrate into upright bar that (blocking square tube upright bar with abutment sleeve reinforcing bar is
It is quasi-), tighten rear end nut.
The groove alignment vertical reinforcement of locator is put and (ensures that locator does not influence vertical reinforcement), often blocks up and cuts
Power wall puts locator (such as wall is long more than 4m, need to be arranged in wall together, it is ensured that horizontal reinforcement is straight) at wall both ends respectively, according to
According to upper and lower control cross bar spacing and positioning groove controlled level bar spacing (vertically and horizontally), it is ensured that reinforcing bar binds spacing and meets design
It is required that.
It, can at wall thickness both ends, cross frames set locator respectively, it is ensured that locator energy if wall thickness is greater than control cross bar length
It enough erects, controlled level reinforcing bar.
Shear force wall reinforcing steel bar binding is completed after checking and accepting, and positioning locator is integrally extracted out, and going to remaining shear wall circulation week makes
With if using finishing or nut can be backed out and be stored locator or again according to design by using to spacing different shear wall when
Spacing assembling uses.
The utility model locator not only can guarantee shear force wall reinforcing steel bar spacing, but also recyclable reuse, save construction cost,
Promotion prospect is preferable.
Claims (5)
1. one kind can turnover type shear wall horizontal reinforcement locator, it is characterised in that: including control cross bar (2), upright bar (3) and bottom
Seat (4), two upright bars (3) are vertically arranged in parallel, and upright bar (3) bottom is connected separately with pedestal (4), vertically uniformly distributed in upright bar (3)
Interval is provided with several jacks one (32) that cross bar (2) are controlled for being inserted into installation, and jack one (32) is the lateral water on upright bar (3)
It is flat to wearing；Two control cross bars (2) on two upright bars (3) positioned at sustained height collectively form taking for horizontal reinforcement and are laid flat
Platform.
2. according to claim 1 can turnover type shear wall horizontal reinforcement locator, it is characterised in that: the control cross bar
(2) left section is equipped with mantle fiber (21) and mating nut (22), and middle section is equipped with vertical abutment sleeve (23), and abutment sleeve (23) is constituted
The anchor point of first row horizontal reinforcement, right section is provided with positioning groove (24), and groove (24) constitutes the positioning of second row horizontal reinforcement
Point.
3. according to claim 2 can turnover type shear wall horizontal reinforcement locator, it is characterised in that: the groove (24)
Depth is 5mm.
4. according to claim 3 can turnover type shear wall horizontal reinforcement locator, it is characterised in that: the pedestal (4)
Middle part is provided with the jack two (41) for connecting upright pole (3), and pedestal (4) periphery is the double concave knot with four wing leg plates (42)
Structure.
5. according to claim 4 can turnover type shear wall horizontal reinforcement locator, it is characterised in that: the upright bar (3)
For square tube, highly it is not less than 3m, jack one (32) diameter in upright bar (3) is Φ 20mm, and the spacing of adjacent receptacle one (32) is
50mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821932293.7U CN209468925U (en) | 2018-11-22 | 2018-11-22 | It can turnover type shear wall horizontal reinforcement locator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821932293.7U CN209468925U (en) | 2018-11-22 | 2018-11-22 | It can turnover type shear wall horizontal reinforcement locator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209468925U true CN209468925U (en) | 2019-10-08 |
Family
ID=68087710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821932293.7U Active CN209468925U (en) | 2018-11-22 | 2018-11-22 | It can turnover type shear wall horizontal reinforcement locator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209468925U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670806A (en) * | 2019-10-31 | 2020-01-10 | 中冶建工集团有限公司 | Shaping method for binding reinforcing steel bars of shear wall |
| CN110805167A (en) * | 2019-11-26 | 2020-02-18 | 中国十七冶集团有限公司 | Construction method for binding shear wall reinforcing steel bars by adopting outer hook support |
| CN114508240A (en) * | 2022-02-25 | 2022-05-17 | 中铁建工集团有限公司 | Portable adjustable wall body steel bar positioning device |
-
2018
- 2018-11-22 CN CN201821932293.7U patent/CN209468925U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670806A (en) * | 2019-10-31 | 2020-01-10 | 中冶建工集团有限公司 | Shaping method for binding reinforcing steel bars of shear wall |
| CN110670806B (en) * | 2019-10-31 | 2021-03-23 | 中冶建工集团有限公司 | Shaping method for binding reinforcing steel bars of shear wall |
| CN110805167A (en) * | 2019-11-26 | 2020-02-18 | 中国十七冶集团有限公司 | Construction method for binding shear wall reinforcing steel bars by adopting outer hook support |
| CN114508240A (en) * | 2022-02-25 | 2022-05-17 | 中铁建工集团有限公司 | Portable adjustable wall body steel bar positioning device |
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