CN202954464U - Steel bar truss template - Google Patents

Steel bar truss template Download PDF

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Publication number
CN202954464U
CN202954464U CN 201220592813 CN201220592813U CN202954464U CN 202954464 U CN202954464 U CN 202954464U CN 201220592813 CN201220592813 CN 201220592813 CN 201220592813 U CN201220592813 U CN 201220592813U CN 202954464 U CN202954464 U CN 202954464U
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CN
China
Prior art keywords
bar
template
reinforcing
steel bar
steel
Prior art date
Application number
CN 201220592813
Other languages
Chinese (zh)
Inventor
孙爱祥
Original Assignee
江苏银环新型建材科技有限公司
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Publication date
Application filed by 江苏银环新型建材科技有限公司 filed Critical 江苏银环新型建材科技有限公司
Priority to CN 201220592813 priority Critical patent/CN202954464U/en
Application granted granted Critical
Publication of CN202954464U publication Critical patent/CN202954464U/en

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Abstract

The utility model provides a steel bar truss template. The steel bar truss template comprises a bottom template and a plurality groups of steel bar trusses. Each group of steel bar trusses is welded by an upper chord rebar, two lower chord steel bars and two web member steel bars. The steel bar truss template is characterized in that blocking steel bars are installed on two end portions of each group of steel bar trusses. The connecting combination of web member steel bar bottom supporting seat ribs and the bottom template utilizes a clamping-pressing-buckling mode. Spot combination weld is avoided. The surface of the steel bar truss template has no soldered dots and is attractive and durable. Meanwhile, energy is saved. The problem of slurry leakage is solved. Applicability and security are improved.

Description

A kind of reinforcement bar truss mould plate

Technical field

The utility model relates to a kind of reinforcement bar truss mould plate, belongs to construction engineering technical field.

Background technology

Reinforcement bar truss mould plate is building unit commonly used, and the lateral support that can be used as girder steel in the construction stage is used; In operational phase, reinforcement bar truss mould plate and concrete acting in conjunction, bear service load.Adopt reinforcement bar truss mould plate as the concrete building laminate, can save operation and the expense of formwork, form removal, be applicable in many high-rise steel structure buildings.

Existing reinforcement bar truss mould plate structure as shown in Figure 1 and Figure 2, comprising: the 1-reinforcing bar that winds up, 2-lower edge reinforcing bar; 3-web member reinforcing bar; 4-bottom template; 5-bottom support bracket muscle; The 6-bearing erects muscle.The structure of existing reinforcement bar truss mould plate comprises steel bar girder and bottom template 4, steel bar girder comprises the reinforcing bar that winds up, two lower edge reinforcing bars and two web member reinforcing bars, wind up reinforcing bar and lower edge reinforcing bar forms the triangular truss structure, and the web member reinforcing bar lays respectively at the place, both sides of triangular truss structure.The bottom template adopts galvanized steel plain sheet through roll-forming, and on stencil plane, interval is provided with the dihedral reinforcing rib raised up, and web member reinforcing bar bottom support bracket muscle is welded on the dihedral reinforcing rib of bottom template.

There is fairly obvious defect in the reinforcement bar truss mould plate of above-mentioned prior art:

(1) web member reinforcing bar bottom support bracket muscle is connected combination employing welding manner with the bottom template, wastes like this sheet material, man-hour, labour and the energy etc., easily causes welding to puncture, and the spillage problem occurs, and brings potential safety hazard;

(2) existing reinforcement bar truss mould plate technology is only applicable to, in the steel building technical field, can not meet the civil engineering technical field of buildings.

The utility model content

In view of the foregoing defects the prior art has, the utility model provides a kind of reinforcement bar truss mould plate, and it is lived the web member reinforcing bar by direct engaging clinching on the template of bottom and forms one, without spot welding, and combined and instant.

Concrete technical scheme of the present utility model is as follows:

A kind of reinforcement bar truss mould plate, it comprises bottom template and many group steel bar girders, and every group of steel bar girder is welded by the reinforcing bar that winds up, two lower edge reinforcing bars and two web member reinforcing bars, and it is characterized in that: two ends of every group of steel bar girder are respectively equipped with the end-blocking reinforcing bar.

Described bottom template, be is characterized in that through roll-forming by galvanized steel plain sheet, is provided with along its length many group bayonet type reinforcing ribs on the stencil plane of bottom.

Every group of bayonet type reinforcing rib on the template of described bottom, its two adjacent groups is bent to form 60 relatively ?~ 120 ?The flanging bayonet socket, this flanging bayonet socket is opening-like.

Template muscle bottom the web member reinforcing bar in described bottom is connected combination and adopts engaging clinching form, and web member reinforcing bar bottom support bracket muscle is installed in the bayonet socket of described bayonet type reinforcing rib formation.Its reinforcement bar truss mould plate is placed in every group of opening shape bayonet socket reinforcing rib of bottom template, and bottom template reinforcing rib engaging clinching is lived to web member reinforcing bar bottom support bracket muscle, forms the some face firmly whole contiguously.

Described end-blocking reinforcing bar takes the shape of the letter U, and its U-shaped mouth is stuck in the outside of two lower edge reinforcing bars of steel bar girder termination downwards, and integrally welded with it.

Described end-blocking reinforcing bar height is not less than the height of steel bar girder lower edge reinforcing bar to the bottom stencil plane.

The utlity model has following advantage:

(1)Web member reinforcing bar bottom support bracket muscle is connected combination and adopts engaging clinching form with the bottom template, avoided the some Combination Welding, and the combination after improvement is saved sheet material, man-hour and labour, and production efficiency has improved 40%, has saved the energy simultaneously, has solved the spillage problem.

(2) due to the design of bayonet type reinforcing rib, the template strength after improvement improves 2 times than prior art, simultaneously specious, saves furred ceiling, and comprehensive economic performance is better;

(3) the end-blocking reinforcing bar at steel bar girder end design U-shaped has strengthened integral firmness, is easy to construction, and range of application is wider simultaneously.

The accompanying drawing explanation

Fig. 1 is the structural representation of existing reinforcement bar truss mould plate.

The lateral view that Fig. 2 is Fig. 1.

The structural representation that Fig. 3 is the utility model reinforcement bar truss mould plate;

The lateral view that Fig. 4 is Fig. 3;

The structural representation that Fig. 5 is the end-blocking reinforcing bar;

The lateral view that Fig. 6 is the bottom template.

In figure:The 1-reinforcing bar that winds up, 2-lower edge reinforcing bar; 3-web member reinforcing bar; 4-end-blocking reinforcing bar; 5-bottom template; 6-bayonet type reinforcing rib; The female overlap joint mouthful of 7-; The public overlap joint mouthful of 8-, 9-bottom support bracket muscle.

The specific embodiment

Below in conjunction with accompanying drawing, the utility model will be further described:

As 3, as shown in Fig. 4, Fig. 5, reinforcement bar truss mould plate of the present utility model, it comprises bottom template 5 and many group steel bar girders, every group of steel bar girder is welded by a reinforcing bar 1 of winding up, two lower edge reinforcing bars 2 and two web member reinforcing bars 3, and two ends of every group of steel bar girder are respectively equipped with end-blocking reinforcing bar 4.

End-blocking reinforcing bar 4 shape that takes the shape of the letter U, and its U-shaped mouth is stuck in the outside of two lower edge reinforcing bars 2 of steel bar girder downwards, and integrally welded with two lower edge reinforcing bars 2.The height of the U-shaped structure of end-blocking reinforcing bar 4 is not less than the height of steel bar girder lower edge reinforcing bar to the bottom stencil plane.

Bottom template 5 through roll-forming, is provided with many group bayonet type reinforcing ribs 6 by galvanized steel plain sheet along its length on the stencil plane of bottom.Every group of reinforcing rib is bayonet type, and its bayonet type reinforcing rib 6 two adjacent groups are bent to form 60 relatively ?~ 120 ?The flanging bayonet socket, this flanging bayonet socket is opening-like.Bottom template 5 is connected combination and adopts engaging clinching form with web member reinforcing bar bottom support bracket muscle 9, its reinforcement bar truss mould plate is placed in every group of opening shape bayonet socket reinforcing rib of bottom template, bottom template reinforcing rib engaging clinching is lived to web member reinforcing bar bottom support bracket muscle, form the some face firmly whole contiguously.

The structure chart that Fig. 6 is the bottom template, the bayonet socket of formation is high-visible by this figure, and in figure, a, b, c mean respectively center distance, the template overlap joint mouth and the spacing of contiguous steel bar girder, the effective width of template of every group of steel bar girder.

Reinforcement bar truss mould plate number of assembling steps of the present utility model as:

(1) reinforcing bar that winds up of steel bar girder, two lower edge reinforcing bars and two web member reinforcing bars are welded to combination according to the shape of setting, wind up reinforcing bar and lower edge reinforcing bar forms the triangular truss structure, and the web member reinforcing bar lays respectively at the place, both sides of triangular truss structure.

(2) by galvanized steel plain sheet, through roll-forming, bottom stencil plane extending direction is provided with many group bayonet type reinforcing ribs to the bottom template.Every group of reinforcing rib is bayonet type, and its two adjacent groups is bent to form 60 relatively ?~ 120 ?The flanging bayonet socket, this flanging bayonet socket is opening-like.

(3) the bottom template is connected combination employing engaging clinching form with a web member reinforcing bar bottom muscle, its reinforcement bar truss mould plate is placed in every group of opening shape bayonet socket reinforcing rib of bottom template, bottom template reinforcing rib engaging clinching is lived to web member reinforcing bar bottom support bracket muscle, form the some face firmly whole contiguously.

(4) end-blocking reinforcing bar U-shaped mouth is stuck in to the outside of two lower edge reinforcing bars of steel bar girder downwards, and end-blocking reinforcing bar and two lower edge steel bar weldings are connected together.

Claims (6)

1. a reinforcement bar truss mould plate, it comprises bottom template and many group steel bar girders, every group of steel bar girder is welded by the reinforcing bar that winds up, two lower edge reinforcing bars and two web member reinforcing bars, the bottom template is by galvanized steel plain sheet through roll-forming, and it is characterized in that: two ends of every group of steel bar girder are respectively equipped with the end-blocking reinforcing bar.
2. reinforcement bar truss mould plate according to claim 1, is characterized in that: be provided with along its length many group bayonet type reinforcing ribs on the stencil plane of bottom.
3. reinforcement bar truss mould plate according to claim 1, it is characterized in that: described end-blocking reinforcing bar takes the shape of the letter U, and its U-shaped mouth is stuck in the outside of two lower edge reinforcing bars of steel bar girder termination downwards, and integrally welded with it.
4. reinforcement bar truss mould plate according to claim 2, it is characterized in that: every group of bayonet type reinforcing rib on the template of described bottom, its two adjacent groups is bent to form 60 relatively ?~ 120 ?The flanging bayonet socket, this flanging bayonet socket is opening-like.
5. according to the described reinforcement bar truss mould plate of claim 2 or 4, it is characterized in that: template muscle bottom the web member reinforcing bar in described bottom is connected combination and adopts engaging clinching form, and web member reinforcing bar bottom support bracket muscle is installed in the bayonet socket of described bayonet type reinforcing rib formation.
6. reinforcement bar truss mould plate according to claim 3, it is characterized in that: the U-shaped structure height of described end-blocking reinforcing bar is not less than the height of steel bar girder lower edge reinforcing bar to the bottom stencil plane.
CN 201220592813 2012-11-12 2012-11-12 Steel bar truss template CN202954464U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220592813 CN202954464U (en) 2012-11-12 2012-11-12 Steel bar truss template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220592813 CN202954464U (en) 2012-11-12 2012-11-12 Steel bar truss template

Publications (1)

Publication Number Publication Date
CN202954464U true CN202954464U (en) 2013-05-29

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Application Number Title Priority Date Filing Date
CN 201220592813 CN202954464U (en) 2012-11-12 2012-11-12 Steel bar truss template

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN106238936A (en) * 2016-08-29 2016-12-21 安徽饰界广告有限公司 A kind of welding method of square tube truss
CN106760116A (en) * 2016-12-22 2017-05-31 江苏银环新材料科技有限公司 Combined type reinforced truss floor support plate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN105064720B (en) * 2015-07-21 2017-05-17 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN106238936A (en) * 2016-08-29 2016-12-21 安徽饰界广告有限公司 A kind of welding method of square tube truss
CN106760116A (en) * 2016-12-22 2017-05-31 江苏银环新材料科技有限公司 Combined type reinforced truss floor support plate

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