CN209353728U - Control the device of cast-in-situ floor thickness - Google Patents
Control the device of cast-in-situ floor thickness Download PDFInfo
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- CN209353728U CN209353728U CN201821753072.3U CN201821753072U CN209353728U CN 209353728 U CN209353728 U CN 209353728U CN 201821753072 U CN201821753072 U CN 201821753072U CN 209353728 U CN209353728 U CN 209353728U
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- reinforcing bar
- triangle frame
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- floor
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Abstract
The utility model relates to a kind of devices for controlling cast-in-situ floor thickness, comprising: two triangle frames being oppositely arranged；Support is connected to the support member between two opposite corners of triangle frame, and the support member is equipped with reinforcing bar locating slot；Branch is set to multiple stabilizer blades of the triangle frame bottom, and the height of the stabilizer blade and the thickness of bottom layer of the reinforcing steel protective layer of floor are identical；And the reinforcing bar position limiting structure set on the triangle frame opposite sides, corresponding reinforcing bar is limited by the reinforcing bar position limiting structure and makes the clamping triangle frame of limited reinforcing bar to improve the stability of device.Floor bar is placed in corresponding reinforcing bar locating slot and device firm stable is pressed on slab form, improve the stability of whole device, cooperate the limit of corresponding reinforcing bar in the reinforcing bar position limiting structure of two sides, it is equivalent to device is clamping between two placing of reinforcements, it is capable of the shock resistance of enhancement device, improves its stability.
Description
Technical field
The utility model relates to construction engineering fields, refer in particular to a kind of device for controlling cast-in-situ floor thickness.
Background technique
With the development of society, people's lives level is also continuously improved, the development of building trade is very rapid, is building
In industry, cast-in-situ floor is needed to measure plate thickness, be controlled before pouring, and guarantees the accuracy of concrete floor slab placement.
Currently, floor support foot used by construction site has plastics support foot and steel support foot.Plastics support foot support strength is insufficient,
Damage is easily trampled, the inaccuracy for causing plate muscle to position；The intensity of steel support foot is big, is not easy to be destroyed, but existing steel support foot
It is only placed on slab form and props up the bottom of floor bar, so that the thickness of the concrete cover of floor slab bottoms meets
It is required that.Since the impact force during floor concrete casting is larger, the stability of steel support foot is poor, it is easy to topple over and
The phenomenon that floor bar can not effectively be supported, cause floor Forming Quality also poor, needs to do over again and influence the duration.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of dress for controlling cast-in-situ floor thickness
It sets, the stability for solving existing steel support foot poor be easy to topple over and floor caused by floor bar can not effectively be supported to form matter
Amount difference needs to do over again the problem of influencing the duration.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of device for controlling cast-in-situ floor thickness, comprising:
Two triangle frames being oppositely arranged；
Support is connected to the support member between two opposite corners of triangle frame, and the support member is equipped with reinforcing bar locating slot；
Branch is set to multiple stabilizer blades of the triangle frame bottom, the height of the stabilizer blade and the bottom layer of the reinforcing steel protective layer of floor
Thickness it is identical；And
Set on the reinforcing bar position limiting structure of the triangle frame opposite sides, limited by the reinforcing bar position limiting structure corresponding
Reinforcing bar and make the clamping triangle frame of limited reinforcing bar to improve the stability of device.
The device of the utility model meets the thickness requirement of the bottom layer of the reinforcing steel protective layer of floor slab bottoms by setting stabilizer blade,
And the present apparatus connects to form stable triangular prism shape by support member with two triangle frames, and reinforcing bar positioning is provided in each support member
The present apparatus firm stable of triangular prism shape is pressed in floor and being placed in floor bar in corresponding reinforcing bar locating slot by slot
In template, the stability of whole device is improved, further, cooperates the limit of corresponding reinforcing bar in the reinforcing bar position limiting structure of two sides
Position, is equivalent to device is clamping between two placing of reinforcements, is capable of the shock resistance of enhancement device, improves its stability.This reality
Support floor bar that can be stable with the device of novel offer, and reliability with higher, improve the Forming Quality of floor,
Solve the problems, such as that existing support foot stability is poor.
The utility model control cast-in-situ floor thickness device further improvement lies in that, set at the top of the triangle frame
There is the Steel bar rack for the top layer reinforcing bar for support floor being in the shape of the letter V.
The utility model control cast-in-situ floor thickness device further improvement lies in that, the reinforcing bar position limiting structure includes
The gag lever post of the oblique bevel edge for being fixed on the triangle frame, and the gag lever post is located at the outside of the triangle frame, it is described
Gag lever post connects the limit space to be formed and limit corresponding reinforcing bar with corresponding bevel edge.
The utility model control the device of cast-in-situ floor thickness further improvement lies in that, the gag lever post is fixed on described
The end of the bevel edge of triangle frame.
The utility model control cast-in-situ floor thickness device further improvement lies in that, on the bottom edge of the triangle frame
It is installed with backwards to the side of another triangle frame and leans reinforcing bar fastener with corresponding reinforcing bar, pass through the steel on two triangle frames
Muscle fastener is resisted against corresponding reinforcing bar and clamping two triangle frames.
The utility model control cast-in-situ floor thickness device further improvement lies in that, the reinforcing bar fastener be with it is corresponding
The compatible arc snap-gauge of reinforcing bar.
The utility model control cast-in-situ floor thickness device further improvement lies in that, the stabilizer blade be set to the triangle
It is located at two corner portions of bottom on shape frame.
Detailed description of the invention
Fig. 1 is the schematic perspective view for the device that the utility model controls cast-in-situ floor thickness.
Fig. 2 is the side view for the first side of device that the utility model controls cast-in-situ floor thickness.
Fig. 3 is the side view of device second side that the utility model controls cast-in-situ floor thickness.
Fig. 4 is the top view for the device that the utility model controls cast-in-situ floor thickness.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the utility model provides a kind of device for controlling cast-in-situ floor thickness, for solving conventional heel brace
The accuracy of floor bar position and protective layer thickness is difficult to ensure because stability is poor, after the completion of concrete floor slab placement
The larger problem of measurement data deviation.Existing heel brace form is mostly Y type supporting steel bar, and the stability of its own is poor, can not be right
Floor bar is effectively positioned.And device provided by the utility model is integral into triangular prism shape, itself is with higher steady
It is qualitative, it is in addition provided with reinforcing bar locating slot in support member, the position of bottom and top layer reinforcing bar, and the bottom of floor can be positioned
Whole device can be pressed on slab form after being placed in reinforcing bar locating slot with top layer reinforcing bar, further increase the stabilization of device
Property, then to have two sides opposite on device to pass through corresponding reinforcing bar clamping, even if impact force is larger when concreting, due to dress
Set surrounding by floor bar tightly it is clamping live, can stably and firmly be set to slab form on, effectively reduce construction miss
Difference improves the Forming Quality of floor.With reference to the accompanying drawing to the structure of the device of the utility model control cast-in-situ floor thickness
It is illustrated.
Refering to fig. 1, it is shown that the utility model controls the schematic perspective view of the device of cast-in-situ floor thickness.It ties below
Fig. 1 is closed, the structure of the device of the utility model control cast-in-situ floor thickness is illustrated.
As shown in Figure 1, the utility model control cast-in-situ floor thickness device 20 include triangle frame 21, support member 22,
Stabilizer blade 23 and reinforcing bar position limiting structure 24, there are two triangle frames 21, and is oppositely arranged；The support of support member 22 is connected to two triangles
Between the opposite corner of frame 21, so that three support members 22 and two triangle frames 21 constitute the structure of triangular prism shape,
Support member 22 is equipped with reinforcing bar locating slot 221, which adapts to the reinforcing bar of floor, for positioning floor bar
Position is set；Stabilizer blade 23 are set to 21 bottom of triangle frame, and stabilizer blade 23 has multiple, and the bottom steel of the height of stabilizer blade 23 and floor
The thickness of tendon protective layer is identical, device 20 is placed on floor bar using stabilizer blade 23, the height of stabilizer blade 23 is the bottom of floor
Thickness, that is, bottom layer of the reinforcing steel protective layer thickness of layer reinforcing bar concrete layer below；Reinforcing bar position limiting structure 24 is set to triangle frame 21
Opposite two sides, reinforcing bar position limiting structure 24 limit corresponding reinforcing bar by reinforcing bar position limiting structure 24 for limiting corresponding reinforcing bar
And make the clamping triangle frame 21 of limited reinforcing bar to improve the stability of device.
Referring to figs. 1 and 2, triangle frame 21 includes a bottom edge bar 211 and two bevel edge bars 212, two bevel edges
Bar 212 and a connection of bottom edge bar 211 form triangle frame.Reinforcing bar position limiting structure 24 therein is set on two bevel edge bars 212,
Reinforcing bar position limiting structure 24 is located at the outside of triangle frame 21.When in use, the stabilizer blade 23 of device 20 is placed on slab form, and
The reinforcing bar locating slot 221 of the position of 221 spacer bar of reinforcing bar locating slot in support member 22 afterwards, superposed support member 22 positions building
The position of the top layer reinforcing bar of plate positions the position of the bottom layer of the reinforcing steel of floor positioned at the reinforcing bar locating slot 221 of the support member 22 of lower part,
The floor bar placed in support member 22 can be transverse steel, be also possible to longitudinal reinforcement；If the floor steel placed in support member 22
Muscle is transverse steel, and correspondingly, the reinforcing bar limited at reinforcing bar position limiting structure 24 is the longitudinal reinforcement in bottom layer of the reinforcing steel；If support member 22
The floor bar of upper placement is longitudinal reinforcement, and correspondingly, the reinforcing bar limited at reinforcing bar position limiting structure 24 is the cross in bottom layer of the reinforcing steel
To reinforcing bar；It is pressed on slab form so as to form device 20 entirely through reinforcing bar, the two sides of device 20 pass through corresponding reinforcing bar
It is clamping, it is capable of the displacement of effective avoiding device 20 or topples over the generation of phenomenon, improves stability.
As a better embodiment of the utility model, as shown in Figure 1 to Figure 3, it is equipped at the top of triangle frame 21
The Steel bar rack 25 for the top layer reinforcing bar for support floor being in the shape of the letter V.Steel bar rack 25 is set to triangle frame 21 and is located at top
The junction of corner portion namely two bevel edge bars 212, and the opening up setting of the V-shaped of Steel bar rack 25, utilize reinforcement bar support
The top layer reinforcing bar of 25 support floor of frame, on the one hand plays the role of positioning to top layer reinforcing bar, on the other hand passes through support top layer
Reinforcing bar improves the stability of device 20.
If placing the transverse steel in the top layer reinforcing bar of floor in the reinforcing bar locating slot 221 of the support member 22 at top, that
Longitudinal reinforcement in Steel bar rack 25 in the as top layer reinforcing bar of support；If in the reinforcing bar locating slot 221 of the support member 22 at top
The longitudinal reinforcement in the top layer reinforcing bar of floor is placed, then the lateral steel in Steel bar rack 25 in the as top layer reinforcing bar of support
Muscle.
As another better embodiment of the utility model, as shown in Figure 1, Figure 2 and Figure 4, reinforcing bar position limiting structure 24 is wrapped
The gag lever post 241 of the oblique bevel edge for being fixed on triangle frame 21 is included, and gag lever post 241 is located at the outside of triangle frame 21, limited
Bar 241 connects the limit space 242 to be formed and limit corresponding reinforcing bar with corresponding bevel edge.
On the oblique bevel edge bar 212 for being fixed on triangle frame 21 of gag lever post 241, and gag lever post 241 and corresponding bevel edge bar
212 connections form the limit space 242 of V-type, place corresponding reinforcing bar using the limit space 242.And the two of triangle frame 21
Limit steel bar forms clamping effect to triangle frame 21 at a bevel edge bar 212, and then whole device 20 is clamping.
Preferably, gag lever post 241 is fixed on the end of the bevel edge of triangle frame 21.Namely gag lever post 241 is fixed on tiltedly
211 junction of side rod 212 and bottom edge bar.
As the another better embodiment of the utility model, backwards to another triangle on the bottom edge of triangle frame 21 211
The side of shape frame 21 is installed with the reinforcing bar fastener 26 to lean with corresponding reinforcing bar, passes through the reinforcing bar card on two triangle frames 21
Part 26 is resisted against corresponding reinforcing bar and clamping two triangle frames.
Preferably, reinforcing bar fastener 26 is fastened on corresponding reinforcing bar, thus using corresponding at two triangle frames 21
Reinforcing bar carries out device 20 clamping.If what card was put in the reinforcing bar locating slot 221 of support member 22 is transverse steel, then reinforcing bar fastener 26
Corresponding cutting ferrule is also transverse steel；If what card was put in the reinforcing bar locating slot 221 of support member 22 is longitudinal reinforcement, then reinforcing bar fastener
26 corresponding cutting ferrules are also longitudinal reinforcement.By the setting of above-mentioned reinforcing bar fastener 26, so that the four of the device 20 of the utility model
Zhou Jun is clamping by corresponding reinforcing bar, improves whole stable fastness.
Preferably, reinforcing bar fastener 26 is arc snap-gauge compatible with corresponding reinforcing bar, which is attached at correspondence
Reinforcing bar top, to realize the effect of the reinforcing bar clamping device 20 using two sides.
Further, there are four stabilizer blades 23, two corner portions of bottom are located on triangle frame 21.
Triangle frame 21, support member 22, stabilizer blade 23, reinforcing bar position limiting structure 24 in device 20 provided by the utility model and
Steel bar rack 25 is all made of round steel pipe, preferably uses the round steel of φ 4.5.Reinforcing bar fastener 26 uses curved plate, is similar to half
Circular clip.The reinforcing bar locating slot 221 of spacer bar is formed in the middle part cutaway portion of the round steel pipe of support member 22.It is using
When, support member 22 can be fixedly connected with corresponding reinforcing bar, be fixed using steel wire lashing；It can be by reinforcing bar position limiting structure 24, reinforcing bar
Bracket 25 is also fixedly connected with corresponding reinforcing bar, utilizes reinforcing bar binding and fixing.
The device 20 of the utility model is easy to process, and application method is simple, high-efficient, and economic serviceability is high.It is either right
The control of bar spacing or the control of thickness of protection tier, there is good effect.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (7)
1. a kind of device for controlling cast-in-situ floor thickness characterized by comprising
Two triangle frames being oppositely arranged；
Support is connected to the support member between two opposite corners of triangle frame, and the support member is equipped with reinforcing bar locating slot；
Branch is set to multiple stabilizer blades of the triangle frame bottom, the thickness of the bottom layer of the reinforcing steel protective layer of the height and floor of the stabilizer blade
It spends identical；And
Set on the reinforcing bar position limiting structure of the triangle frame opposite sides, corresponding reinforcing bar is limited by the reinforcing bar position limiting structure
And make the clamping triangle frame of limited reinforcing bar to improve the stability of device.
2. the device of control cast-in-situ floor thickness as described in claim 1, which is characterized in that set at the top of the triangle frame
There is the Steel bar rack for the top layer reinforcing bar for support floor being in the shape of the letter V.
3. the device of control cast-in-situ floor thickness as described in claim 1, which is characterized in that the reinforcing bar position limiting structure includes
The gag lever post of the oblique bevel edge for being fixed on the triangle frame, and the gag lever post is located at the outside of the triangle frame, it is described
Gag lever post connects the limit space to be formed and limit corresponding reinforcing bar with corresponding bevel edge.
4. the device of control cast-in-situ floor thickness as claimed in claim 3, which is characterized in that the gag lever post is fixed on described
The end of the bevel edge of triangle frame.
5. the device of control cast-in-situ floor thickness as described in claim 1, which is characterized in that on the bottom edge of the triangle frame
It is installed with backwards to the side of another triangle frame and leans reinforcing bar fastener with corresponding reinforcing bar, pass through the steel on two triangle frames
Muscle fastener is resisted against corresponding reinforcing bar and clamping two triangle frames.
6. as claimed in claim 5 control cast-in-situ floor thickness device, which is characterized in that the reinforcing bar fastener be with it is corresponding
The compatible arc snap-gauge of reinforcing bar.
7. the device of control cast-in-situ floor thickness as described in claim 1, which is characterized in that the stabilizer blade is set to the triangle
It is located at two corner portions of bottom on shape frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821753072.3U CN209353728U (en) | 2018-10-26 | 2018-10-26 | Control the device of cast-in-situ floor thickness |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821753072.3U CN209353728U (en) | 2018-10-26 | 2018-10-26 | Control the device of cast-in-situ floor thickness |
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| Publication Number | Publication Date |
|---|---|
| CN209353728U true CN209353728U (en) | 2019-09-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821753072.3U Active CN209353728U (en) | 2018-10-26 | 2018-10-26 | Control the device of cast-in-situ floor thickness |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704078A (en) * | 2022-05-01 | 2022-07-05 | 山西三建集团有限公司 | Method for supporting staggered platform side formwork with beams arranged between high-low floor slabs |
-
2018
- 2018-10-26 CN CN201821753072.3U patent/CN209353728U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704078A (en) * | 2022-05-01 | 2022-07-05 | 山西三建集团有限公司 | Method for supporting staggered platform side formwork with beams arranged between high-low floor slabs |
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