CN203755657U - Formwork capable of completing shear wall split screw construction on single side - Google Patents
Formwork capable of completing shear wall split screw construction on single side Download PDFInfo
- Publication number
- CN203755657U CN203755657U CN201420086673.9U CN201420086673U CN203755657U CN 203755657 U CN203755657 U CN 203755657U CN 201420086673 U CN201420086673 U CN 201420086673U CN 203755657 U CN203755657 U CN 203755657U
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- CN
- China
- Prior art keywords
- nut
- shear wall
- construction
- completes
- fastener
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- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009415 formwork Methods 0.000 title abstract description 18
- 230000000875 corresponding Effects 0.000 claims abstract description 5
- 239000000789 fastener Substances 0.000 claims description 25
- 230000002787 reinforcement Effects 0.000 claims description 20
- 239000000725 suspension Substances 0.000 claims description 12
- 230000003014 reinforcing Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
The utility model provides a formwork capable of completing shear wall split screw construction on a single side. The formwork comprises a formwork frame composed of a plurality of lines of secondary keels and a plurality of rows of primary keels and a formwork body arranged on the formwork frame, the secondary keels are clamped between the formwork body and the primary keels, the primary keels and the formwork body are connected through fixing components, a plurality of nuts I are arranged on the primary keels, and through holes corresponding to nut holes of the nuts I are formed in the formwork body. After the formwork is adopted, the shear wall split screw construction can be completed on the single side, and operation personnel can support and reinforce the shear wall formwork on one side.
Description
Technical field
The utility model relates to a kind of building engineering construction instrument, is specifically related to the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy.
Background technology
In housing project design of building structures, because the difference of structural form there will be shear wall formwork space less, cannot adopt the situation of traditional double-side operation, as the outer wall formwork of basement because of place restriction, longer deformation joint shear wall formwork.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of energy the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends, adopt this instrument, can one-sidedly complete the construction of shear wall Screw arbor with nut at both-ends, can make operating personnel complete shear wall formwork in a side and support and reinforce.
For solving above-mentioned existing technical problem, the utility model adopts following scheme: the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy, comprise the template frame being formed by some row secondary joists and several rows main joist and be arranged on the plate body on template frame, described secondary joist is clipped between plate body and main joist, between described main joist and plate body, connect by fixation kit, described main joist is provided with some nut I, has the through hole corresponding with the screw cap hole of nut I on described plate body.
As preferably, every row main joist include two reinforcement bars that are set up in parallel be connected with two reinforcement bars for stop two reinforcement bars mutually away from fastener, described fastener is fixedly connected with at least one reinforcement bar, described fastener comprises fastener body and the limiting plate at fastener body two ends is set, the relative fastener body of described limiting plate is to plate body bending, described two reinforcement bars are spacing between two limiting plates, between two reinforcement bars, have spacing, and described nut I is fixed on fastener.
As preferably, described nut I is welded on fastener.
As preferably, described fixation kit comprises screw rod II and is threaded in the nut II in screw rod II, and one end of described screw rod II is fixedly connected with limiting section I, in described screw rod II, between nut II and limiting section I, is arranged with limiting section II.
As preferably, described limiting section I is the pad that is welded on screw rod II end, and described limiting section II is the pad being socketed in screw rod II.
As preferably, be positioned on the main joist at top and be connected with suspension hook.
As preferably, described suspension hook is HPB330 curved arc reinforcing bar suspension hook, and the two ends double welding of described suspension hook is connected on main joist.
As preferably, described plate body is wooden form.
As preferably, described secondary joist adopts 40mm × 40mm square steel.
As preferably, two reinforcement bars of described main joist all adopt 50mm × 50mm square steel.
Beneficial effect:
The one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy of providing of technique scheme is provided the utility model, adopts this instrument can solve less in shear wall operating space in the situation that, can be at the one-sided formwork that completes of body of wall.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of plate body, secondary joist, main joist and fixation kit in the utility model;
Fig. 3 is use state diagram of the present utility model.
Detailed description of the invention
As illustrated in fig. 1 and 2, the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy, comprise the template frame being formed by some row secondary joists 2 and several rows main joist and be arranged on the plate body 1 on template frame, wherein plate body 1 adopts high-quality wooden form, secondary joist 2 adopts 40mm × 40mm square steel, secondary joist 2 is clipped between plate body 1 and main joist, between main joist and plate body 1, connects by fixation kit 4, wherein fixation kit 4 comprises screw rod II 41 and is threaded in the nut II 42 in screw rod II 41, one end of screw rod II 41 is fixedly connected with limiting section I 43, preferably limiting section I 43 is for being welded on the pad of screw rod II 41 ends, in screw rod II 41, between nut II 42 and limiting section I 43, be arranged with limiting section II 44, preferably limiting section II 44 is for being socketed in the pad in screw rod II 41, on plate body 1, be provided with the through hole for screw rod II 41 is passed, screw rod II 41 is through the rear sheathed limiting section II 44 of plate body 1, limiting section I 43 is positioned at the side that plate body 1 deviates from main joist and secondary joist 2, limiting section II 44 is positioned at the side that main joist deviates from plate body 1, a side that deviates from main joist and secondary joist 2 on plate body 1 is provided with the counterbore for limiting section I 43 is sunk to, limiting section I 43 sinks to after counterbore its surface and this side plate body 1 surface at grade, after the sheathed limiting section II 44 of screw rod II 41, tighten and main joist is pressed to plate body 1 main joist and plate body 1 are clamped secondary joist 2 with screw rod II 41 again, certainly for making structure more firm, secondary joist 2 can also be fixedly connected with plate body 1, secondary joist 2 is fixedly connected with main joist, main joist is provided with some nut I 5, on plate body 1, there is the through hole corresponding with the screw cap hole of nut I 5, every row main joist include two reinforcement bars that are set up in parallel 3 be connected with two reinforcement bars 3 for stop two reinforcement bars 3 mutually away from fastener, two 3 of reinforcing bars all adopt 50mm × 50mm square steel, fastener is fixedly connected with at least one reinforcement bar 3, fastener comprises fastener body 6 and the limiting plate 61 at fastener body 6 two ends is set, the relative fastener body 6 of limiting plate 61 is to plate body 1 bending, two reinforcement bars 3 are spacing between two limiting plates 61, between two reinforcement bars 3, there is spacing, screw rod II 41 is passed between two reinforcement bars 3, on each fastener, be provided with nut I 5, nut I 5 is welded on the fastener body 6 of fastener, be positioned on the main joist at top and be connected with two suspension hooks 7, suspension hook 7 adopts HPB330 curved arc reinforcing bar, and the two ends double welding of suspension hook 7 is connected on main joist.
Be illustrated in figure 3 the utility model and use state diagram, after the template manufacture that the utility model can be one-sided complete the construction of shear wall Screw arbor with nut at both-ends completes and reinforcing bar main body 8 colligations of required body of wall of building complete by after hidden examination, adopt hoisting mechanism to catch on two suspension hooks 7 by its hoisted in position, lifting surface is the one side (between reinforcing bar main body 8 and another body of wall 10) that there is no operating space, the utility model is fixed in reinforcing bar main body 8, template just before dress at plate body the side coating release agent towards reinforcing bar main body 8, shear wall wall thickness concrete positive stop strip is installed, wear Screw arbor with nut at both-ends sleeve pipe, after above-mentioned steps completes, the template of reinforcing bar main body 8 opposite sides is installed again, the typesetting in advance of opposite side template assembly, the position of its screw hole is corresponding with the nut I in utility model, comply with the main joist of assembled formwork face, secondary joist, screw rod 9 is through the good assembled formwork of installation and nut I of the present utility model, rotary screw, make it to tighten with nut I, screw rod stretches out nut I length 1-2cm and is advisable, finally proofread and correct shear wall planeness, verticality, ensure that dimensional errors is to be tested in specification allowed band.
Claims (10)
1. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of energy, it is characterized in that: comprise the template frame being formed by some row secondary joists (2) and several rows main joist and be arranged on the plate body (1) on template frame, described secondary joist (2) is clipped between plate body (1) and main joist, between described main joist and plate body (1), connect by fixation kit (4), described main joist is provided with some nut I (5), has the through hole corresponding with the screw cap hole of nut I (5) on described plate body (1).
2. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 1, it is characterized in that: every row main joist include two reinforcement bars that are set up in parallel (3) be connected with two reinforcement bars (3) for stop two reinforcement bars (3) mutually away from fastener, described fastener is fixedly connected with at least one reinforcement bar (3), described fastener comprises fastener body (6) and is arranged on the limiting plate (61) at fastener body (6) two ends, the relative fastener body (6) of described limiting plate (61) is to plate body (1) bending, described two reinforcement bars (3) are spacing between two limiting plates (61), between two reinforcement bars (3), there is spacing, described nut I (5) is fixed on fastener.
3. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 2, is characterized in that: described nut I (5) is welded on fastener.
4. according to the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy described in claim 1 or 2 or 3, it is characterized in that: described fixation kit (4) comprises screw rod II (41) and is threaded in the nut II (42) in screw rod II (41), one end of described screw rod II (41) is fixedly connected with limiting section I (43), is positioned between nut II (42) and limiting section I (43) and is arranged with limiting section II (44) in described screw rod II (41).
5. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 4, it is characterized in that: described limiting section I (43) is for being welded on the pad of screw rod II (41) end, and described limiting section II (44) is for being socketed in the pad in screw rod II (41).
6. the one-sided template that completes shear wall Screw arbor with nut at both-ends construction of a kind of energy according to claim 1 and 2, is characterized in that: be positioned on the main joist at top and be connected with suspension hook (7).
7. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 6, is characterized in that: described suspension hook (7) is HPB330 curved arc reinforcing bar suspension hook, and the two ends double welding of described suspension hook (7) is connected on main joist.
8. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 1 and 2, is characterized in that: described plate body (1) is wooden form.
9. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 1 and 2, is characterized in that: described secondary joist (2) is 40mm × 40mm square steel.
10. the one-sided template that completes the construction of shear wall Screw arbor with nut at both-ends of a kind of energy according to claim 1 and 2, is characterized in that: two reinforcing bars (3) bar of described main joist is 50mm × 50mm square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420086673.9U CN203755657U (en) | 2014-02-27 | 2014-02-27 | Formwork capable of completing shear wall split screw construction on single side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420086673.9U CN203755657U (en) | 2014-02-27 | 2014-02-27 | Formwork capable of completing shear wall split screw construction on single side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755657U true CN203755657U (en) | 2014-08-06 |
Family
ID=51250947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420086673.9U Expired - Fee Related CN203755657U (en) | 2014-02-27 | 2014-02-27 | Formwork capable of completing shear wall split screw construction on single side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755657U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850434A (en) * | 2014-02-27 | 2014-06-11 | 中天建设集团有限公司 | Template capable of finishing construction of shear wall tension screw at one side |
-
2014
- 2014-02-27 CN CN201420086673.9U patent/CN203755657U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850434A (en) * | 2014-02-27 | 2014-06-11 | 中天建设集团有限公司 | Template capable of finishing construction of shear wall tension screw at one side |
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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 |
Granted publication date: 20140806 Termination date: 20160227 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |