CN207296184U - A kind of beam steel positioner - Google Patents
A kind of beam steel positioner Download PDFInfo
- Publication number
- CN207296184U CN207296184U CN201721050763.2U CN201721050763U CN207296184U CN 207296184 U CN207296184 U CN 207296184U CN 201721050763 U CN201721050763 U CN 201721050763U CN 207296184 U CN207296184 U CN 207296184U
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- CN
- China
- Prior art keywords
- beam steel
- strut
- steel
- hack lever
- sides
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Abstract
The utility model provides a kind of beam steel positioner, including：Multiple brackets, the length direction of the multiple bracket along beams is arranged at intervals on floor bottom mould and span is in the both sides of beam forms；The bracket includes the hack lever between the strut being supported on the floor bottom mould of the beam forms both sides and the strut for being connected to both sides, for setting up beam steel；The top of the hack lever subtracts the thickness of one times of beam steel protective layer and the diameter of one times of beam steel relative to the height of beam form plate bed die for beam section height.The utility model in beam form plate bed die restocking by setting bracket; so as to carry out location and installation beam steel; the thickness of one times of beam steel protective layer and the diameter of one times of beam steel are subtracted by beam section height to obtain height of the top of hack lever relative to beam form plate bed die; so as to efficiently control thickness of protection tier, beam steel bar colligation first-time qualification rate is improved.
Description
Technical field
It the utility model is related to the realm of building construction, more particularly to a kind of beam steel positioner.
Background technology
Concrete member steel bar protective layer thickness and reinforcing bar positioning are the safeguards of component safety, and cover to reinforcement is that have
Pre-buried beam muscle in concrete structure has carried out the location and installation of pre-buried beam muscle, that is, ensure that cover to reinforcement come what is determined
Thickness.Generally when casting beams on floor, because the two is often formed by integrally casting so that the implementation of pouring structure is relatively more tired
It is difficult.For this reason, the utility model comes into being.
Utility model content
In view of the foregoing, the utility model is intended to provide the beam steel positioning that a kind of pre-buried beam muscle for facilitating beam is installed
Device.
To achieve the above object, the utility model provides a kind of beam steel positioner, including：Multiple brackets, it is multiple
The length direction of the bracket along beam is arranged at intervals on floor bottom mould and span is in the both sides of beam forms；The bracket includes branch
Support between the strut on the floor bottom mould of the beam forms both sides and the strut for being connected to both sides, for setting up beam
The hack lever of reinforcing bar；The top of the hack lever subtracts one times of beam steel protection relative to the height of beam form plate bed die for beam section height
The thickness of layer and the diameter of one times of beam steel.
Take above technical scheme so that the utility model has following technique effect：
The utility model, so as to carry out location and installation beam steel, passes through beam section by setting bracket in beam form plate bed die restocking
The thickness of one times of beam steel protective layer and the diameter of one times of beam steel are highly subtracted to obtain the top of hack lever relative to beam
The height of template bed die, so as to efficiently control thickness of protection tier, improves beam steel bar colligation first-time qualification rate.
Further, the distance between described strut of both sides adds the bar of strut described at least twice for beam section width
Footpath.Strut is facilitated preferably to be arranged on the floor bottom mould of beam forms both sides.
Further, the beam steel includes the first gluten and the second gluten；First gluten is installed on the hack lever
Top, second gluten is installed on the lower section of the hack lever.The quantity of first gluten and the second gluten is all more, sandwiched
In the both sides up and down of hack lever, the stability of hack lever is improved, and then improves the stability of whole bracket.
Further, beam bottom muscle and stirrup are further included；The top-hung of the stirrup is arranged on first gluten, the beam
Bottom muscle is installed on the bottom of the stirrup.More easily into the pre-buried installation of the beam steel in cross girders, positioned by bracket
Beam steel, then again by stirrup come positioning beam bottom muscle, so as to reach the positioning of all structure embedded ribs in positioning beam.
Further, protection cushion block is equipped between the strut and the floor bottom mould.When concreting finishes
Wait, prevent strut from exposing to floor construction so that entirety is unsightly.
Further, the beam steel bar colligation is bound in the stirrup in the stirrup, beam bottom muscle.The side of binding
Formula, it is simple and convenient, and implement more effective and rapid rate.
Further, it is connected with reinforcing connector between the adjacent bracket.Strengthen the connectivity of connected bracket, and
Further strengthen the integral installation stability of multiple brackets.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model beam steel positioner.
Embodiment
Illustrate the embodiment of the utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With carrying out various modifications or alterations under the spirit without departing from the utility model.
Referring to Fig. 1, the utility model aims to provide a kind of beam steel positioner, including：Multiple brackets, multiple brackets
It is arranged at intervals at along the length direction of beam on floor bottom mould 1 and span is in the both sides of beam forms 22；Bracket includes being supported in beam form
Between strut 311 on the floor bottom mould 1 of 22 both sides of plate and the strut 311 for being connected to both sides, the hack lever for setting up beam steel
312；The top of hack lever 312 is that beam section height subtracts one times of beam steel protective layer 33 relative to the height of beam form plate bed die 22
The diameter of thickness and one times of beam steel.The utility model in beam form plate bed die 22 by setting up bracket, so as to carry out location and installation
Beam steel, subtracts the thickness of one times of beam steel protective layer and the diameter of one times of beam steel to obtain frame by beam section height
The top of bar 312, so as to efficiently control thickness of protection tier, improves joist steel relative to the height of beam form plate bed die 22
Muscle binds first-time qualification rate.
For the benefit of to the understanding of the structure of the utility model, illustrate with reference to the accompanying drawings and embodiments:
Preferably, when the utility model is intended to the beam on formed by integrally casting floor and floor, facilitate location and installation beam
The installation of beam steel in structure, as the pre-buried structure muscle of floor construction, not as the structure qualification of the utility model, for side
Just describe, do not give specific reference numeral.
Preferably, the distance between strut 311 of both sides adds the bar footpath of at least twice strut 311 for beam section width.
Strut is facilitated preferably to be arranged on the floor bottom mould 1 of 22 both sides of beam forms.In the present embodiment, support is designed with the theory of " freely-supported "
Frame, on the one hand, be not take up excessive concrete floor slab placement space, avoid conflicting with the pre-buried beam muscle position inside concrete floor slab placement space；
On the other hand so that the materials of bracket can use the discarded reinforcing bar at scene as raw material, environmentally protective, sustainable use.It is preferred that
, strut 311 and hack lever 312 all use reinforcing bar.
Preferably, beam steel includes the first gluten 321 for being installed on the top of hack lever 312 and is installed on the lower section of hack lever 312
Second gluten 322.The quantity of first gluten 321 and the second gluten 322 is all more, is located in the both sides up and down of hack lever 312, carries
The high stability of hack lever 312, and then improve the stability of whole bracket.Preferably, the first gluten 321 and the second gluten 322
Length and the length of beam match.Beam steel protective layer 33 is formed between the first gluten 321 and floor topping.
Preferably, the utility model further includes beam bottom muscle 35 and stirrup 37, which hang on the first gluten 321.
The rigid structure of stirrup 37 so that after beam steel positioning, you can according to stirrup 37 come positioning beam bottom muscle 35, advantages of simple.It is excellent
Choosing, stirrup 37 is rectangle hoop 37, installs and more stablizes.
Preferably, cushion block 36 is equipped between strut 311 and floor bottom mould 1.When concreting finishes, prevent from propping up
Bar 311 is exposed and floor construction so that it is overall unsightly.Preferably, cushion block 36 uses concrete pad.
Preferably, beam steel bar colligation is bound in stirrup 37 in stirrup 37, beam bottom muscle 35.The mode of binding, it is simple and convenient, and
Implement more effective and rapid rate.
Preferably, reinforcing connector is connected between adjacent bracket.Strengthen the connectivity of connected bracket, and further
Strengthen the integral installation stability of multiple brackets.Preferably, connector is reinforced to reinforce connecting rod, its position to avoid and floor
Pre-buried structure in structure mutually conflicts.Connector is reinforced to may connect between the struts of adjacent brackets or between hack lever.
The concrete operation method of the utility model is：
First choice builds slab form, and opening is opened up on floor bottom mould 1, then installs beam side and beam bottom board again, is opening
Bracket, and corresponding location and installation beam steel, beam bottom muscle, stirrup are set up on mouthful, after installation is complete, starts to pour coagulation
Soil, concrete enter beam casting space from opening is poured, finally vibrate.Initial set, form removal.The height of beam section (includes
Floor topping including stirrup length is the distance between to beam form plate bed die), the thickness of the beam steel protective layer 33 of required control
It can be calculated with the diameter of beam steel before construction, therefore frame of the required hack lever relative to beam form plate bed die can be calculated
If height, so as to control the thickness of beam steel protective layer.
Using above technical scheme, have the advantages that：
The utility model, so as to carry out location and installation beam steel, passes through beam section by setting bracket in beam form plate bed die restocking
The thickness of one times of beam steel protective layer and the diameter of one times of beam steel are highly subtracted to obtain the top of hack lever relative to beam
The height of template bed die, so as to efficiently control beam steel protective layer thickness, improves beam steel bar colligation first-time qualification rate.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
The bright revealed content of book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model.
Those skilled in the art according to the above description can make the utility model a variety of changes.Thus, not
On the premise of the claim objective for violating the utility model, some details in embodiment should not be formed to the utility model
Limit, the utility model will be used as protection domain using the scope that the appended claims define.
Claims (7)
1. a kind of beam steel positioner, the beam steel of the junction for positioning floor and beam, it is characterised in that including：It is more
A bracket, the length direction of the multiple bracket along beams is arranged at intervals on floor bottom mould and span is in the both sides of beam forms；Institute
State bracket include the strut that is supported on the floor bottom mould of the beam forms both sides and be connected to both sides the strut it
Between, the hack lever for setting up beam steel；The top of the hack lever is subtracted relative to the height of beam form plate bed die for beam section height
The thickness of one times of beam steel protective layer and the diameter of one times of beam steel.
2. beam steel positioner according to claim 1, it is characterised in that the distance between described strut of both sides is
Beam section width adds the bar footpath of strut described at least twice.
3. beam steel positioner according to claim 1, it is characterised in that the beam steel includes the first gluten and the
Two glutens；First gluten is installed on the top of the hack lever, and second gluten is installed on the lower section of the hack lever.
4. beam steel positioner according to claim 3, it is characterised in that further include beam bottom muscle and stirrup；The hoop
The top-hung of muscle is arranged on first gluten, and beam bottom muscle is installed on the bottom of the stirrup.
5. beam steel positioner according to claim 1, it is characterised in that between the strut and the floor bottom mould
Equipped with protection cushion block.
6. beam steel positioner according to claim 4, it is characterised in that the beam steel bar colligation in the stirrup,
Beam bottom muscle binding is in the stirrup.
7. beam steel positioner according to claim 1, it is characterised in that be connected with and add between the adjacent bracket
Be connected fitting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050763.2U CN207296184U (en) | 2017-08-22 | 2017-08-22 | A kind of beam steel positioner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721050763.2U CN207296184U (en) | 2017-08-22 | 2017-08-22 | A kind of beam steel positioner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207296184U true CN207296184U (en) | 2018-05-01 |
Family
ID=62443501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721050763.2U Expired - Fee Related CN207296184U (en) | 2017-08-22 | 2017-08-22 | A kind of beam steel positioner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207296184U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644680A (en) * | 2019-09-23 | 2020-01-03 | 中国二十冶集团有限公司 | Device for controlling thickness of side slope lattice beam steel bar protective layer and use method thereof |
| CN111501833A (en) * | 2020-03-30 | 2020-08-07 | 中国建筑第八工程局有限公司 | Steel bar structure of thick raft and reverse construction method thereof |
| CN114714502A (en) * | 2022-05-03 | 2022-07-08 | 山西三建集团有限公司 | Concrete beam steel bar framework support binding and mounting method |
-
2017
- 2017-08-22 CN CN201721050763.2U patent/CN207296184U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644680A (en) * | 2019-09-23 | 2020-01-03 | 中国二十冶集团有限公司 | Device for controlling thickness of side slope lattice beam steel bar protective layer and use method thereof |
| CN111501833A (en) * | 2020-03-30 | 2020-08-07 | 中国建筑第八工程局有限公司 | Steel bar structure of thick raft and reverse construction method thereof |
| CN114714502A (en) * | 2022-05-03 | 2022-07-08 | 山西三建集团有限公司 | Concrete beam steel bar framework support binding and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |