CN205637590U - Template fixed knot of wrong platform constructs between anti -shear power wall floor - Google Patents
Template fixed knot of wrong platform constructs between anti -shear power wall floor Download PDFInfo
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- CN205637590U CN205637590U CN201620427301.7U CN201620427301U CN205637590U CN 205637590 U CN205637590 U CN 205637590U CN 201620427301 U CN201620427301 U CN 201620427301U CN 205637590 U CN205637590 U CN 205637590U
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- wall surface
- concrete wall
- template
- clamp
- fiber tube
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Abstract
The utility model discloses a template fixed knot of wrong platform constructs between anti -shear power wall floor, including setting up in lateral modes board one deck structure of the fixed knot between the forming concrete wall under with, the lower extreme downwardly extending of lateral modes board has some overlappings with concrete wall surface's the outside, fixed knot constructs including pre -buried fiber tube on concrete wall surface, outer lead screw, " L " clamp utensil, horizontal flitch and fastening nut, be equipped with a through -hole on " L " clamp utensil vertical, outer lead screw passes the through -hole spiro union and transversely prop up concrete wall surface on the fiber tube and through what fastening nut forced " L " clamp utensil, the bottom butt of lateral modes board lead screw top outside, horizontal flitch centre gripping is between the lower extreme of the vertical of " L " clamp utensil and lateral modes board, thereby overcome the concrete and water the horizontal pressure of in -process concrete, the outside horizontal displacement of restriction template, prevent the production of wrong platform between the floor.
Description
Technical field
This utility model relates to the molding plate fixed structure of a kind of anti-shear wall floor gap faulting of slab ends.
Background technology
In current Shear Wall Structure Construction, due to Shear Walls template lower end during concreting
Horizontal pressure force is not the most adopted an effective measure or takes effective measures greatly, can cause shear wall formwork level
Outer shifting, shear wall cross section dimension enlargement, a level, this phenomenon occur after form removable up and down
Being called for short " faulting of slab ends ", this problem is the construction quality common fault being difficult in construction overcome all the time.
Utility model content
This utility model aims to overcome that above-mentioned the deficiencies in the prior art, it is provided that one can prevent
The molding plate fixed structure that shear wall floor gap faulting of slab ends produces.
The technical solution of the utility model is: the template of a kind of anti-shear wall floor gap faulting of slab ends is fixed
Structure, including being arranged at consolidating between the concrete wall surface of outboard template and next layer molding
Fixed structure, the lower end of described outboard template downwardly extends and has with the outside of described concrete wall surface
Partly overlapping, described fixed structure includes the fiber tube being embedded on described concrete wall surface, outer silk
Bar, " L " clamp, horizontal flitch and clamp nut, described " L " clamp vertical on
Being provided with a through hole, described out screw rod is screwed onto on described fiber tube and by described fastening through through hole
What nut forced described " L " clamp laterally props up described concrete wall surface, described outer side mold
The bottom of plate is connected to above described out screw rod, and described horizontal flitch is held on described " L " shape
Between the lower end of the vertical and described outboard template of fixture.
Preferably, the lower end of described outboard template and the outside lap of described concrete wall surface
A length of 50mm.
Further, the outer end of described fiber tube flushes with described concrete wall surface, described fiber tube
Inner extruding be flat.
The beneficial effects of the utility model are: use this utility model that floor gap not only can be overcome wrong
Platform, and without repairing after form removal, improve the quality of concrete walls；Except the silk of pre-buried half section
Pipe is outer, and remaining is the most recyclable, reduces investment, and the wall surface levelling after having constructed；This practicality is new
Type is also equipped with operating construct simple, convenience of drawing materials, advantage applied widely, shear wall structure
Residential building, frame-shear structure Core Walls Structure interlayer joint, the frame structure post anti-faulting of slab ends of interlayer joint equal
This utility model can be used.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structure for amplifying schematic diagram in the A portion of Fig. 1；
Fig. 3 is the structural representation of this utility model fiber tube.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is made into one
Step specific description.
As it is shown in figure 1, the molding plate fixed structure of a kind of anti-shear wall floor gap faulting of slab ends, including setting
It is placed in the fixed structure between the concrete wall surface 2 of outboard template 1 and next layer molding,
The lower end of described outboard template downwardly extends and has part with the outside of described concrete wall surface 2
Overlap, described fixed structure includes being embedded in the fiber tube 3 on described concrete wall surface 2, outer silk
Bar 4, " L " clamp 5, horizontal flitch 6 and clamp nut 7, described " L " clamp 5
The vertical through hole that is provided with, described out screw rod 4 is screwed onto on described fiber tube 3 also through through hole
Described concrete is laterally propped up by what described clamp nut 7 forced described " L " clamp 5
Metope 2, the bottom of described outboard template 1 is connected to above described out screw rod 4, described level
Flitch 6 be held on the vertical of described " L " clamp 5 and described outboard template 1 lower end it
Between.
The lower end of described outboard template 1 and the outside length of overlapped part of described concrete wall surface 2
For 50mm.
Shown in Fig. 2 and Fig. 3, the outer end of described fiber tube 3 and described concrete wall surface 2 phase
Flushing, the inner extruding of described fiber tube 3 is flat.
During construction, last layer shear wall formwork construct before with out screw rod be embedded in concrete walls
Fiber tube on face is connected；Outboard template lower end extends downwards 50mm, and increases by one byatt
Side, clamps template lower end with " L " type flitch fixture after outboard template is in place, and outboard template leads to
Crossing connector to be fixed on the reinforcing bar above concrete wall surface, connector is provided with and plays pad work
Chevron fastener, by tightening the outer nut of chevron fastener, force template below and concrete
Metope is adjacent to lean on, and by power during concreting by screw mandrel, fiber tube, horizontal flitch, " L "
Type is delivered to next layer and is complete on xoncrete structure, thus overcomes shear wall concreting
Time produce horizontal pressure force, restrict the horizontal displacement of template, prevent the generation of faulting of slab ends.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this reality
With novel, all within spirit of the present utility model and principle, any amendment of being made, equivalent
Replacement, improvement etc., within should be included in protection domain of the present utility model.
Claims (3)
1. a molding plate fixed structure for anti-shear wall floor gap faulting of slab ends, including being arranged at outside
Fixed structure between the concrete wall surface of template and next layer molding, it is characterised in that:
The lower end of described outboard template downwardly extends and has part weight with the outside of described concrete wall surface
Folded, fiber tube that described fixed structure includes being embedded on described concrete wall surface, out screw rod, " L "
Clamp, horizontal flitch and clamp nut, described " L " clamp vertical is provided with one and leads to
Hole, described out screw rod is screwed onto on described fiber tube through through hole and is forced by described clamp nut
Described " L " clamp laterally prop up described concrete wall surface, the bottom of described outboard template
Being connected to above described out screw rod, described horizontal flitch is held on the perpendicular of described " L " clamp
Between the lower end of described outboard template.
The template of a kind of anti-shear wall floor gap faulting of slab ends the most according to claim 1 is fixed
Structure, it is characterised in that: the lower end of described outboard template stresses with the outer of described concrete wall surface
Folded partial-length is 50mm.
The template of a kind of anti-shear wall floor gap faulting of slab ends the most according to claim 1 is fixed
Structure, it is characterised in that: the outer end of described fiber tube flushes with described concrete wall surface, described
The inner extruding of fiber tube is flat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620427301.7U CN205637590U (en) | 2016-05-13 | 2016-05-13 | Template fixed knot of wrong platform constructs between anti -shear power wall floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620427301.7U CN205637590U (en) | 2016-05-13 | 2016-05-13 | Template fixed knot of wrong platform constructs between anti -shear power wall floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637590U true CN205637590U (en) | 2016-10-12 |
Family
ID=57058819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620427301.7U Active CN205637590U (en) | 2016-05-13 | 2016-05-13 | Template fixed knot of wrong platform constructs between anti -shear power wall floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637590U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812016A (en) * | 2019-02-26 | 2019-05-28 | 中国二十二冶集团有限公司 | Concrete structure outer surface floor gap faulting of slab ends control method |
-
2016
- 2016-05-13 CN CN201620427301.7U patent/CN205637590U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812016A (en) * | 2019-02-26 | 2019-05-28 | 中国二十二冶集团有限公司 | Concrete structure outer surface floor gap faulting of slab ends control method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |