CN205908013U - Quick ann of shear force wall construction tears typical forms open - Google Patents
Quick ann of shear force wall construction tears typical forms open Download PDFInfo
- Publication number
- CN205908013U CN205908013U CN201620676665.9U CN201620676665U CN205908013U CN 205908013 U CN205908013 U CN 205908013U CN 201620676665 U CN201620676665 U CN 201620676665U CN 205908013 U CN205908013 U CN 205908013U
- Authority
- CN
- China
- Prior art keywords
- wall construction
- nut
- steel frame
- screw rod
- shear wall
- 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.)
- Expired - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a quick ann of shear force wall construction tears typical forms open, including plank sheathing, steel frame, to draw screw rod, plummet, hoisting ring, adjustable base, nut retainer plate, to drawing screw rod hole, knob handle and mount, plank sheathing and steel frame threaded connection, mount and hoisting ring respectively with the steel frame rigid coupling, nut retainer plate and mount rigid coupling, adjustable base and knob handle rigid coupling, still be equipped with on the mount with to draw the screw rod adaptation to drawing the screw rod hole, the utility model discloses adjust knob handle on the adjustable base according to plummet adjustment and guarantee the template straightness that hangs down, at last fixed good to draw the screw rod can, not only the preparation installation is simple, convenient to use, be convenient for in addition the installation with remove, help promoting shear force wall apparent mass, showing the turnover rate of utilization that improves ordinary plank sheathing, improved the efficiency of construction in the time of assurance construction quality, reduced construction cost.
Description
Technical field
The utility model belongs to the quick peace of shear wall construction and tears typified form open, is particularly suited for residential houses standard story shear
Wall is constructed.
Background technology
In recent years, with the growth in the living standard of people, people in addition to the requirement meeting material conditions, to oneself
Living conditions and environment space have higher requirement, with high-rise, Super High residential houses popularization, also give shear wall construction
Propose higher requirement, the especially requirement to shear wall construction efficiency and apparent mass is higher, and traditional typified form is not
Possess adjustable function, work progress can not quickly and intuitively adjust mold plate verticality.
The fabrication and installation of the utility model typified form, easy to use and be easily installed and remove, adjusted according to plummet
Knob handle on adjustable base ensures mold plate verticality, finally fixes Screw arbor with nut at both-ends.And the material using is basic
It is all job site material therefor, decrease the preparation time of construction, improve operating efficiency, and improve shear wall
Apparent mass, is used in turn rate for common plank sheathing and is also significantly increased.
Utility model content
Technical problem to be solved in the utility model is: reduces the time of adjustment mold plate verticality.
For solving the above problems, the utility model discloses a kind of quick peace of shear wall construction tears typified form open, including wood
Template, steel frame, Screw arbor with nut at both-ends, plummet, hoisting ring, adjustable base, nut retainer plate, Screw arbor with nut at both-ends hole, knob handle and solid
Determine frame, described plank sheathing is threadeded with steel frame, described fixed mount and hoisting ring are affixed with steel frame respectively, described nut is solid
Fixed circle is affixed with fixed mount, and described adjustable base is affixed with knob handle, described fixed mount is additionally provided with and is adapted to Screw arbor with nut at both-ends
Screw arbor with nut at both-ends hole.
Further, described steel frame is 40mm × 60mm rectangular steel pipe.
Further, described hoisting ring is ф 20 spiral.
Further, described knob handle is ф 16mm spiral.
Further, described fixed mount is 40mm × 60mm rectangular steel pipe.
Further, described Screw arbor with nut at both-ends, plummet, adjustable base and nut retainer plate are metal materials.
A kind of quick peace of shear wall construction that the utility model is proposed tears typified form open, is not only simple in structure, user
Just and be easily installed and remove, according to plummet adjust adjust adjustable base on knob handle ensure mold plate verticality, finally
Fix Screw arbor with nut at both-ends.And the material using is substantially job site material therefor, decrease the beam worker of construction
Make the time, improve operating efficiency, and improve shear wall apparent mass, being used in turn rate for common plank sheathing also has
Significantly improve.
Brief description
Fig. 1 is the utility model front view;
Fig. 2 is the utility model rearview;
Fig. 3 is the utility model left view;
Wherein: 1. plank sheathing, 2. steel frame, 3. Screw arbor with nut at both-ends, 4. plummet, 5. hoisting ring, 6. adjustable base, 7. nut is solid
Fixed circle, 8. Screw arbor with nut at both-ends hole, 9. knob handle, 10. fixed mount.
Specific embodiment
To describe embodiment of the present utility model below in conjunction with drawings and Examples in detail, thereby to the utility model
How application technology means are solving technical problem and to reach realizing process and fully understanding and implement according to this of technology effect.
Embodiment one
A kind of quick peace of shear wall construction as shown in Figure 1, Figure 2 and Figure 3 tears typified form open, including plank sheathing 1, steel frame
2nd, Screw arbor with nut at both-ends 3, plummet 4, hoisting ring 5, adjustable base 6, nut retainer plate 7, Screw arbor with nut at both-ends 8, knob handle 9 and fixed mount
10.Plank sheathing 1 is formed by 18mm × 915mm × 1830mm normal wood template splicing, steel frame 2 40mm × 60mm rectangular steel pipe
Make, plank sheathing 1 tapping screw is fixed on steel frame 2, steel frame 2 height and standard layer height are consistent, and length is then
According to using the customization of position shear wall length, all index beds are general.Fixed mount 10 is made using 40mm × 60mm rectangular steel pipe
And be welded with steel frame 2, each steel frame 2 welds two fixed mounts 10 behind, and hoisting ring 5 adopts the long ф of 300mm 20 spiral shell
Line reinforcing bar is made, and two hoisting rings 5 are welded at each steel frame 2 back side, and fixed mount 10 and hoisting ring 5 are affixed with steel frame 2 respectively,
Nut retainer plate 7 is affixed with fixed mount 10, and adjustable base 6 is affixed with knob handle 9, and fixed mount 10 is additionally provided with and Screw arbor with nut at both-ends
The Screw arbor with nut at both-ends hole 8 of 3 adaptations.The rectangular steel pipe of fixed mount 10 corresponding position punches, then two nut retainer plates 7 is welded
It is connected on the upper-lower position of punched mouth, adjustable base 6 is passed through from bottom and welds with knob handle 9 after nut retainer plate 7.
In work progress, first in plank sheathing 1 external coating interleaving agent, with constructing, used crane passes through hoisting ring 5
Typified form is hoisted to shear wall construction place, it is right after above-mentioned a piece of typified form is in place to insert Screw arbor with nut at both-ends 3 one end
Draw screw hole 8, after another typified form lifting is in place, the other end of Screw arbor with nut at both-ends 3 is inserted corresponding Screw arbor with nut at both-ends hole
8, then adjust the knob handle 9 on adjustable base 6, mold plate verticality is adjusted by plummet 4, then fixes Screw arbor with nut at both-ends 3,
Burn-on on Screw arbor with nut at both-ends 3 locator card according to shear wall's thickness, and install waterproof gasket.For guaranteeing this typified form
Flexibly usability, after installation, the wall Side shuttering at shear wall two ends is applied in combination using plank sheathing.
Claims (6)
1. a kind of quick peace of shear wall construction tear typified form open it is characterised in that: include plank sheathing (1), steel frame (2), to drawing
Screw rod (3), plummet (4), hoisting ring (5), adjustable base (6), nut retainer plate (7), Screw arbor with nut at both-ends hole (8), knob handle (9)
With fixed mount (10), described plank sheathing (1) threadeded with steel frame (2), described fixed mount (10) and hoisting ring (5) respectively with
Steel frame (2) is affixed, and described nut retainer plate (7) is affixed with fixed mount (10), described adjustable base (6) and knob handle (9)
Affixed, described fixed mount (10) is additionally provided with the Screw arbor with nut at both-ends hole (8) being adapted to Screw arbor with nut at both-ends (3).
2. a kind of quick peace of shear wall construction according to claim 1 tear typified form open it is characterised in that: described steel frame
(2) it is 40mm × 60mm rectangular steel pipe.
3. a kind of quick peace of shear wall construction according to claim 1 tear typified form open it is characterised in that: described hoisting ring
(5) it is ф 20 spiral.
4. a kind of quick peace of shear wall construction according to claim 1 tear typified form open it is characterised in that: described knob handle
Hand (9) is ф 16mm spiral.
5. a kind of quick peace of shear wall construction according to claim 1 tear typified form open it is characterised in that: described fixed mount
(10) it is 40mm × 60mm rectangular steel pipe.
6. a kind of quick peace of shear wall construction according to claim 1 tear typified form open it is characterised in that: described to drawing spiral shell
Bar (3), plummet (4), adjustable base (6) and nut retainer plate (7) are metal materials.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620676665.9U CN205908013U (en) | 2016-06-29 | 2016-06-29 | Quick ann of shear force wall construction tears typical forms open |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620676665.9U CN205908013U (en) | 2016-06-29 | 2016-06-29 | Quick ann of shear force wall construction tears typical forms open |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205908013U true CN205908013U (en) | 2017-01-25 |
Family
ID=57812780
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620676665.9U Expired - Fee Related CN205908013U (en) | 2016-06-29 | 2016-06-29 | Quick ann of shear force wall construction tears typical forms open |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205908013U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110107082A (en) * | 2019-05-16 | 2019-08-09 | 中国十七冶集团有限公司 | Pour Fast Installation, the disassembly typified form of subsiding crack shear wall |
CN111155757A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | But light-duty design template that excels in of pouring shear force wall of quick assembly disassembly turnover |
-
2016
- 2016-06-29 CN CN201620676665.9U patent/CN205908013U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110107082A (en) * | 2019-05-16 | 2019-08-09 | 中国十七冶集团有限公司 | Pour Fast Installation, the disassembly typified form of subsiding crack shear wall |
CN111155757A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | But light-duty design template that excels in of pouring shear force wall of quick assembly disassembly turnover |
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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: 20170125 |
|
CF01 | Termination of patent right due to non-payment of annual fee |