CN213741818U - Detachable steel bar truss floor support plate - Google Patents
Detachable steel bar truss floor support plate Download PDFInfo
- Publication number
- CN213741818U CN213741818U CN202021955412.8U CN202021955412U CN213741818U CN 213741818 U CN213741818 U CN 213741818U CN 202021955412 U CN202021955412 U CN 202021955412U CN 213741818 U CN213741818 U CN 213741818U
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- fastener
- truss
- template
- steel bar
- connecting seat
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Abstract
Removable steel bar truss building carrier plate, by the truss, fastener and template are constituteed, the fastener has been clamped to the truss bottom, the bottom of fastener is connected with the template, the fastener is foam concrete or light concrete, the truss includes upper boom and lower beam, and set up the connecting rod between upper boom and the lower beam, the fastener includes the connecting seat, and set up in the recess of connecting seat, the bottom of lower beam clamps in the recess, the lower beam is provided with two, the upper boom sets up the top between two lower beams, the fastener is including setting up the opening on connecting seat upper portion, the recess sets up in the both sides of opening bottom, two lower beams clamp respectively in the recess of fastener both sides. The utility model discloses can bear the construction load, directly lay the roof beam on, carry out simple steel bar engineering alright concreting, owing to replaced the template function completely, reduced the template and erect and dismantle the engineering, improved floor efficiency of construction greatly.
Description
Technical Field
The utility model relates to a building carrier plate technical field for the building, concretely relates to removable steel bar truss building carrier plate.
Background
Under the premise of advocating green construction and fabricated construction, the steel bar truss floor bearing plate combined floor cover is widely applied to industrial and civil buildings (structures). The steel bar truss floor support plate has the advantages of mechanized production and assembly type construction, the field steel bar binding engineering quantity can be obviously reduced, the steel bar spacing and the concrete protective layer are uniform, the construction quality of the floor slab is improved, the construction progress is fast, and the requirements of national green, energy conservation and environmental protection are met.
When the design requires that temporary support is set at the construction stage, temporary beams can be set or the mode such as supporting from a lower floor can be adopted according to the engineering characteristics, the temporary support is forbidden to adopt isolated point support, a belt-shaped horizontal support is required to be set, and the width of the contact surface of the belt-shaped horizontal support and a floor bearing plate is not less than 100 mm. For buildings with lower floor heights (below 4.5 m), the temporary support can adopt a simple anti-overturning Chinese lute support or a single-row or double-row scaffold. However, for high-rise buildings such as a Buddha tower, the floor height is often more than 9.0m, and the wall connecting pieces are difficult to arrange, so that in order to meet the structural requirement of the height-width ratio of the scaffold, a full-hall support frame is required to be erected, the construction cost is high, the safety risk is high, and the lower floor bearing plate concrete can be erected after reaching the strength, so the progress is slow.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is, overcome the above-mentioned defect that prior art exists, provide reducible template and erect and dismantle the engineering, improve floor efficiency of construction's removable steel bar truss building carrier plate greatly.
The utility model provides a technical scheme that its technical problem adopted is: removable steel bar truss building carrier plate comprises truss, fastener and template, the fastener has been clamped to the truss bottom, the bottom of fastener is connected with the template.
Further, the fastener is made of foam concrete or light concrete.
Further, the truss comprises an upper rod, a lower rod and a connecting rod arranged between the upper rod and the lower rod.
Furthermore, the fastener includes the connecting seat to and set up in the recess of connecting seat, the bottom of lower beam clamps in the recess.
Furthermore, the lower rods are provided with two, and the upper rod is arranged above the space between the two lower rods.
Furthermore, the fastener comprises an opening arranged at the upper part of the connecting seat, the grooves are formed in two sides of the bottom of the opening, and the two lower rods are respectively clamped in the grooves in two sides of the fastener.
Further, the connecting rod is obliquely arranged between the upper rod and the lower rod.
Further, two adjacent connecting rods are arranged to form a triangular supporting structure.
Further, the template is connected with the connecting seat through a screw.
The beneficial effects of the utility model are that, can bear the construction load, directly lay the roof beam on, carry out simple steel bar engineering alright concreting, owing to replaced the template function completely, reduced the template and erect and dismantle the engineering, improved floor efficiency of construction greatly.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural view of the fastener.
In the drawings: 11. the device comprises an upper rod, 12, a connecting rod, 13, a lower rod, 2, a fastener, 21, an opening, 22, a groove, 23, a connecting seat, 3, a template, 31 and a force-reducing wall.
Detailed Description
The following embodiments are described in detail with reference to the following examples:
as shown in fig. 1 and 2, an embodiment of a detachable steel bar truss floor support plate can be installed on a force-reducing wall 31, and comprises a truss, a fastener and a template, the fastener 2 is clamped at the bottom of the truss, the fastener 2 is made of foam concrete, the template 3 is connected to the bottom of the fastener 2, the truss comprises an upper rod 11 and two lower rods 13, and connecting rods 12 arranged between the upper rod 11 and the lower rods 13, the connecting rods 12 are obliquely arranged between the upper rod 11 and the lower rods 13, the upper rod 11 is arranged above the two lower rods 13, the two adjacent connecting rods 12 are arranged in a triangular support structure, the fastener 2 comprises a connecting seat 23 and an opening 21 arranged at the upper part of the connecting seat 23, the grooves 22 are arranged at two sides of the bottom of the opening 21, the two lower rods 13 are respectively clamped in the grooves 22 at two sides of the fastener 2, and the template 3 is connected with the connecting seat 23 through screws.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the technical principle of the present invention, and these modifications and decorations should also be considered to be within the protection scope of the present invention.
Claims (6)
1. The detachable steel bar truss floor bearing plate is characterized by consisting of a truss, a fastener and a template, wherein the fastener is clamped at the bottom of the truss, and the bottom of the fastener is connected with the template; the fastener is made of foam concrete or light concrete; the truss comprises an upper rod, a lower rod and a connecting rod arranged between the upper rod and the lower rod; the fastener comprises a connecting seat and a groove arranged on the connecting seat, and the bottom of the lower rod is clamped in the groove.
2. The removable steel truss floor deck of claim 1 wherein there are two of the lower beams and the upper beam is positioned above and between the two lower beams.
3. The detachable steel bar truss floor deck according to claim 2, wherein the fastener includes an opening formed at an upper portion of the connecting base, the grooves are formed at both sides of a bottom of the opening, and the two lower bars are respectively fastened in the grooves formed at both sides of the fastener.
4. A collapsible steel truss floor deck according to claim 3 wherein the links are disposed between the upper and lower beams at an angle.
5. The removable rebar truss floor deck of claim 4, wherein adjacent two of the links are arranged in a triangular support structure.
6. The removable rebar truss floor deck of claim 5, wherein the template is connected to the connecting base by screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021955412.8U CN213741818U (en) | 2020-09-09 | 2020-09-09 | Detachable steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021955412.8U CN213741818U (en) | 2020-09-09 | 2020-09-09 | Detachable steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213741818U true CN213741818U (en) | 2021-07-20 |
Family
ID=76842303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021955412.8U Active CN213741818U (en) | 2020-09-09 | 2020-09-09 | Detachable steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213741818U (en) |
-
2020
- 2020-09-09 CN CN202021955412.8U patent/CN213741818U/en active Active
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