CN211646907U - Separable assembling structure of steel bar truss and template - Google Patents
Separable assembling structure of steel bar truss and template Download PDFInfo
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- CN211646907U CN211646907U CN201922414240.7U CN201922414240U CN211646907U CN 211646907 U CN211646907 U CN 211646907U CN 201922414240 U CN201922414240 U CN 201922414240U CN 211646907 U CN211646907 U CN 211646907U
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- steel bar
- template
- bar truss
- truss
- supporting seat
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Abstract
The utility model discloses a steel bar truss and template can disconnect-type assembly structure, it includes steel bar truss and template, steel bar truss's the equal interval in bottom both sides is provided with a plurality of supporting seat, the supporting seat is raised the steel bar truss and is made its and form the interval of concreting between the template, be provided with the fixed subassembly that can the dismouting between template and the supporting seat. The separable assembling structure of the steel bar truss and the template has the advantages of simple structure and ingenious design; and the template can be dismantled for reuse after the concrete of the floor slab is poured and maintained, so that the construction is convenient, and the exposed preformed hole formed at the bottom of the supporting seat can be better convenient for a user to carry out subsequent decoration construction.
Description
Technical Field
The utility model belongs to the building construction technology especially relates to a steel bar truss and template can disconnect-type assembly structure.
Background
At present, the steel bar truss type floor bearing plate used is manufactured by welding an automatically welded steel bar truss and a pressed galvanized template together through a template spot welding machine, and the steel bearing plate has some defects which are difficult to overcome in the building construction process. For a building (office building, office and the like) with the ceiling requirement, the galvanized template is not required to be taken down after the construction is finished and is directly hidden in the ceiling. For the houses, as most houses have no suspended ceiling and only plaster is carried out on the ceiling, the galvanized template for bearing the cast-in-place concrete is taken down by adopting a method of manually destroying welding points of the steel bar truss and the galvanized template piece; the taken-down template is seriously damaged and cannot be repeatedly utilized in the processes of damaging welding points and separating from cast-in-place concrete, so that labor and cost are wasted.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel bar truss and ability disconnect-type assembly structure of template to there is the inconvenient problem of demolising and extravagant human cost of template in the assembly of steel bar truss and template among the solution prior art.
To achieve the purpose, the utility model adopts the following technical proposal:
the utility model provides a steel bar truss and template can disconnect-type assembly structure, its includes steel bar truss and template, the equal interval in bottom both sides of steel bar truss is provided with a plurality of supporting seat, the supporting seat is raised the steel bar truss and is made its and the template between form the interval of concreting, be provided with the fixed subassembly that can the dismouting between template and the supporting seat.
Particularly, the fixing assembly comprises a fixing hole formed in the bottom of the supporting seat, a connecting hole is formed in the corresponding template, and a fixing screw penetrates through the connecting hole and is locked in the fixing hole to fix the template on the supporting seat.
Particularly, one side of each template is provided with a buckle groove, the other side of each template is provided with a buckle head for matching the buckle groove, and two adjacent templates are connected into a whole through the buckle heads and the buckle grooves.
Particularly, sealing plates for preventing the leakage of the cast concrete are arranged at both ends of the formwork.
Particularly, the supporting seat is an integrally injection-molded plastic part, the template is a metal plate, the fixing holes are unthreaded holes, the connecting holes are through holes, and the self-tapping screws penetrate through the through holes and are locked in the unthreaded holes to fix the template on the supporting seat.
Particularly, the steel bar truss comprises two lower chord bars positioned on two side edges of the bottom, a groove is formed in the end face of the supporting seat, and the two lower chord bars are placed in the groove of the supporting seat.
Particularly, the steel bar truss further comprises two truss steel bar supports arranged at intervals, each truss steel bar support comprises a base and a stand column vertically arranged on the base, two ends of each of the two lower chord bars are fixed on the corresponding bases, the top ends of the stand columns of the two truss steel bar supports are connected with an upper chord bar, and a structural bar is connected between the upper chord bar and the two lower chord bars.
The utility model has the advantages that compared with the prior art, the separable assembling structure of the steel bar truss and the template has simple structure and ingenious design; and the template can be dismantled for reuse after the concrete of the floor slab is poured and maintained, so that the construction is convenient, and the exposed preformed hole formed at the bottom of the supporting seat can be better convenient for a user to carry out subsequent decoration construction.
Drawings
Fig. 1 is a top view of a separable assembly structure of a steel bar truss and a formwork according to an embodiment of the present invention;
fig. 2 is a front view of a separable assembling structure of a steel bar truss and a formwork according to an embodiment of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 1 at A;
FIG. 4 is an enlarged view of a portion of FIG. 2 at B;
fig. 5 is a side view of a separable assembling structure of a steel bar truss and a formwork according to an embodiment of the present invention;
fig. 6 is a schematic view of the connection between a single steel bar truss and a formwork of the separable assembling structure of the steel bar truss and the formwork according to the embodiment of the present invention.
Detailed Description
The technical solution of the present invention is further explained by the following embodiments with reference to the accompanying drawings.
In order to facilitate understanding of the present invention, the present invention will be described more fully hereinafter with reference to the accompanying drawings. The preferred embodiments of the present invention are shown in the drawings. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete. It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1 to 6, in the present embodiment, an assembly structure of a steel bar truss and a formwork that can be separated includes a steel bar truss 1, a formwork 2 and a plurality of supporting seats 3, the formwork 2 is made of metal plates by rolling, the supporting seats 3 are plastic parts formed by injection molding, the steel bar truss 1 includes two truss steel bar supports 10 arranged at intervals, each truss steel bar support 10 includes a base 11 and a stand column 12 vertically arranged on the base 11, the base 11 is integrally in a U-shaped structure with a downward opening, two lower chord bars 13 are welded and fixed at intervals on two sides of the bottom of the base 11 of the two truss steel bar supports 10, the top end of the stand column 12 of the two truss steel bar supports 10 is connected with an upper chord bar 14, and a structural bar 15 that is integrally in a wave shape is connected between the upper chord bar 14 and the two lower chord bars 13.
A plurality of supporting seat 3 sets up between steel bar truss 1 and template 2, be provided with recess 30 on its terminal surface, two lower chord muscle 13 of the bottom of every steel bar truss 1 are placed in recess 30 on supporting seat 3, the unthreaded hole has been seted up to the bottom of every supporting seat 3, seted up the through-hole on corresponding to template 2, self-tapping screw 4 passes the through-hole and locks in the unthreaded hole on supporting seat 3, can be connected of reassembling type with steel bar truss 1 and template 2, supporting seat 3 is lifted steel bar truss 1 simultaneously and is made its and form between the template 2 interval 5 of concreting.
During concrete construction, the two ends of the template 2 are provided with the sealing plates 6 for preventing the slurry leakage of the poured concrete, one side of the single template 2 is provided with the catching grooves 20, the other side of the single template is provided with the fastening heads 21 for matching the catching grooves 20, and the two adjacent templates 2 are connected into a whole through the fastening heads 21 and the catching grooves 20.
During construction, after the steel bar truss 1 and the template 2 are integrally assembled, concrete is poured, after the concrete is poured and maintained, the self-tapping screws 4 are unscrewed one by one, the templates 2 can be detached one by one easily and conveniently, the template 2 can be reused after detachment, meanwhile, the supporting seat 3 is used as an insert fixed in the concrete, but the bottom surface of the supporting seat is exposed, so that a reserved hole is formed, and decoration and maintenance in the later period of the building are facilitated.
It should be noted that the foregoing is only a preferred embodiment of the present invention and the technical principles applied. It will be understood by those skilled in the art that the present invention is not limited to the particular embodiments described herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the invention. Therefore, although the present invention has been described in greater detail with reference to the above embodiments, the present invention is not limited to the above embodiments, and may include other equivalent embodiments without departing from the scope of the present invention.
Claims (7)
1. The utility model provides a steel bar truss and template can disconnect-type assembly structure, its includes steel bar truss and template, its characterized in that, the equal interval in bottom both sides of steel bar truss is provided with a plurality of supporting seat, the supporting seat is raised the steel bar truss and is made its and the template between form the interval of concreting, be provided with the fixed subassembly that can the dismouting between template and the supporting seat.
2. The separable assembling structure of a reinforcing bar truss and a formwork according to claim 1, wherein the fixing member comprises a fixing hole formed at a bottom of the supporting base, a coupling hole is formed corresponding to the formwork, and a fixing screw passes through the coupling hole and is locked in the fixing hole to fix the formwork to the supporting base.
3. The separable assembling structure of the steel bar truss and the formworks according to claim 1, wherein one side of the formworks is provided with a catching groove, the other side of the formworks is provided with a catching head for matching the catching groove, and two adjacent formworks are connected into a whole through the catching head and the catching groove.
4. The separable assembly structure of a reinforcing bar truss and a formwork according to claim 1, wherein sealing plates for preventing leakage of cast concrete are provided at both ends of the formwork.
5. The separable assembly structure of a steel bar truss and a formwork according to claim 2, wherein the supporting base is an integrally injection-molded plastic member, the formwork is a metal plate, the fixing holes are unthreaded holes, the connecting holes are through holes, and tapping screws pass through the through holes and are locked in the unthreaded holes to fix the formwork to the supporting base.
6. The separable assembling structure of a steel bar truss and a formwork according to claim 1, wherein the steel bar truss comprises two lower chord bars at two sides of the bottom, the end surface of the supporting seat is provided with a groove, and the two lower chord bars are placed in the groove of the supporting seat.
7. The separable assembling structure of the steel bar truss and the template according to claim 6, wherein the steel bar truss further comprises two truss steel bar supports arranged at intervals, each truss steel bar support comprises a base and an upright column vertically arranged on the base, two ends of each of the two lower chord bars are fixed on the corresponding base, an upper chord bar is connected to the top end of each of the upright columns of the two truss steel bar supports, and a structural bar is connected between the upper chord bar and the two lower chord bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922414240.7U CN211646907U (en) | 2019-12-27 | 2019-12-27 | Separable assembling structure of steel bar truss and template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922414240.7U CN211646907U (en) | 2019-12-27 | 2019-12-27 | Separable assembling structure of steel bar truss and template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646907U true CN211646907U (en) | 2020-10-09 |
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ID=72700307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922414240.7U Active CN211646907U (en) | 2019-12-27 | 2019-12-27 | Separable assembling structure of steel bar truss and template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646907U (en) |
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2019
- 2019-12-27 CN CN201922414240.7U patent/CN211646907U/en active Active
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