CN218541674U - Support device for field installation of steel bar truss floor bearing plate - Google Patents
Support device for field installation of steel bar truss floor bearing plate Download PDFInfo
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- CN218541674U CN218541674U CN202222515761.3U CN202222515761U CN218541674U CN 218541674 U CN218541674 U CN 218541674U CN 202222515761 U CN202222515761 U CN 202222515761U CN 218541674 U CN218541674 U CN 218541674U
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- steel bar
- bar truss
- field installation
- screw rod
- crossbeam
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Abstract
The utility model provides a strutting arrangement for be used for steel bar truss building carrier plate field installation belongs to job site strutting arrangement field, this a strutting arrangement for be used for steel bar truss building carrier plate field installation for support steel bar truss building carrier plate temporarily, including crossbeam and chord member, the bottom central point of crossbeam puts to rotate and installs the screw rod, threaded sleeve is installed to the screw thread on the screw rod, the upper end of crossbeam and chord member is articulated, the lower extreme and the screw rod of chord member are articulated, the utility model discloses an aspect simple structure, convenient to detach and installation both guarantee construction quality, raise the efficiency again to repeatedly usable. On the other hand, the supporting device can apply certain upward pre-pressure through tightening the bolt of the pressurizing part, and the pre-pressure is transmitted to the steel bar truss floor bearing plate through the cross beam and the cushion block, so that the floor bearing plate is effectively prevented from being deformed by downwarping.
Description
Technical Field
The utility model relates to a job site strutting arrangement field particularly, relates to a strutting arrangement for be used for steel bar truss building carrier plate field installation.
Background
At present, the on-site installation of steel bar truss building carrier plate needs to set up interim support, and traditional support is according to the high scaffold of setting up of floor, and the scaffold has better supporting effect to steel bar truss building carrier plate, but at the process of setting up of scaffold and demolish the in-process, needs more manpower and material to the dismouting procedure is complicated, has wasted the engineering time, and each link of traditional method consumes the cost great, influences the construction progress of whole engineering simultaneously, and efficiency is lower.
How to invent a support device for the field installation of a steel bar truss floor deck to improve the problems becomes a problem to be solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
In order to compensate above not enough, the utility model provides a strutting arrangement for be used for steel bar truss building carrier plate field installation aims at improving traditional supporting method and consumes that the cost is great, the construction progress of engineering, the lower problem of efficiency.
The utility model discloses a realize like this: the utility model provides a strutting arrangement for be used for steel bar truss building carrier plate field-mounting for support steel bar truss building carrier plate temporarily, including crossbeam and chord member, the bottom central point of crossbeam puts and rotates and installs the screw rod, threaded sleeve is installed to the screw thread on the screw rod, the upper end of crossbeam and chord member is articulated, the lower extreme and the screw rod of chord member are articulated.
In a preferred embodiment of the present invention, the bottom of the screw is provided with a handle.
The utility model discloses an among the preferred technical scheme, the upper end of crossbeam and chord member is through otic placode and round pin hub connection.
The utility model discloses an among the preferred technical scheme, the top of crossbeam is provided with the cushion, the cushion is in equidistant distribution on the crossbeam.
The utility model discloses an among the preferred technical scheme, the connecting piece is all installed at the both ends of crossbeam, the connecting piece passes through bolt fixed mounting on the girder steel, and the top of cushion sets up with the top parallel and level of girder steel.
The utility model discloses an in a preferred technical scheme, the connecting piece sets up to sliding sleeve, connecting piece slidable mounting in the crossbeam.
In a preferred embodiment of the present invention, the cushion block is a wood block.
In an embodiment of the present invention, the top of the cross beam is provided with a non-slip mat.
The utility model has the advantages that: the utility model discloses a strutting arrangement for a steel bar truss building carrier plate field installation that above-mentioned design obtained, during the use, slide the connecting piece 5 of crossbeam to the suitable position of tip earlier, then fixed with the bottom flange of crossbeam and girder steel through the puller bolt. After strutting arrangement and girder steel are fixed to be accomplished, place the cushion on crossbeam upper portion, make the top of cushion 7 and girder steel top level mutually, can place steel bar truss building carrier plate this moment and can play the supporting role in mounted position department promptly girder steel top. The utility model discloses an aspect simple structure, convenient to detach and installation both guarantee construction quality, raise the efficiency again to repeatedly usable. On the other hand, the supporting device can apply certain upward pre-pressure through tightening the bolt of the pressurizing part, and the pre-pressure is transmitted to the steel bar truss floor bearing plate through the cross beam and the cushion block, so that the floor bearing plate is effectively prevented from being deformed by downwarping.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram of a support device for field installation of a steel bar truss floor deck according to an embodiment of the present invention;
fig. 2 is the embodiment of the utility model provides a structural schematic during the use of strutting arrangement in steel bar truss building carrier plate field installation.
In the figure: 1. a cross beam; 2. a chord member; 3. a threaded bushing; 4. a screw; 5. a connecting member; 6. a steel beam; 7. cushion blocks; 8. steel bar truss floor carrier plate.
Detailed Description
To make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the attached drawings in the embodiments of the present invention are combined below to clearly and completely describe the technical solutions in the embodiments of the present invention, and obviously, the described embodiments are part of the embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Examples
Referring to fig. 1, the present invention provides a technical solution: the utility model provides a strutting arrangement for be used for steel bar truss building carrier plate field-mounting, be used for carrying out interim support to steel bar truss building carrier plate 8, a serial communication port, including crossbeam 1 and chord member 2, the top of crossbeam 1 is provided with the slipmat, when placing steel bar truss building carrier plate 8, increase the frictional force between the part, reduce the gliding probability of steel bar truss building carrier plate 8, increase the security of construction, the bottom central point of crossbeam 1 puts to rotate and installs screw rod 4, the bottom of screw rod 4 is provided with the handle, the setting of handle, be convenient for rotate screw rod 4, threaded sleeve 3 is installed to the screw thread on screw rod 4, the upper end of crossbeam 1 and chord member 2 is through otic placode and round pin hub connection, the lower extreme and the screw rod 4 of chord member 2 are through otic placode and round pin hub connection.
Referring to fig. 2, in the specific setting, the top of the beam 1 is provided with the cushion blocks 7, the cushion blocks 7 are equidistantly distributed on the beam 1, the cushion blocks 7 are set to be wood blocks, and the cushion blocks 7 are equidistantly arranged at intervals, so that the steel bar truss floor bearing plate 8 can be conveniently taken and placed.
In some specific embodiments, connecting pieces 5 are installed at two ends of the beam 1, the connecting pieces 5 are fixedly installed on the steel beam 6 through bolts, the top of the cushion block 7 is flush with the top of the steel beam 6, the connecting pieces 5 are arranged to be sliding sleeves, and the connecting pieces 5 are slidably installed on the beam 1. Girder steel 6 is used for supporting the limit portion of steel bar truss building carrier plate 8.
The working principle is as follows: firstly, the connecting piece 5 of the beam 1 slides to a proper position of the end part, and then the beam 1 is fixed with the lower flange of the steel beam 6 through a puller bolt. After strutting arrangement and 6 fixed completions of girder steel, place cushion 7 on 1 upper portion of crossbeam, make the top of cushion 7 and 6 tops of girder steel parallel and level mutually, can place steel bar truss building carrier plate 8 this moment in mounted position department 6 tops of girder steel promptly, can exert the supporting role to the on-the-spot installation of steel bar truss building carrier plate. In addition, the supporting device of this example can also exert certain ascending pre-pressure through the screw rod 4 of tight screw part, through crossbeam 1, cushion 7 transmission to steel bar truss floor carrier plate 8, effectively prevents the floor carrier plate and warp the deformation downwards. After 8 on-the-spot installations of steel bar truss floor carrier plate are accomplished, loosen the bolt of connecting piece 5 on the crossbeam 1, with the connecting piece cunning to the roof beam inner end, can accomplish the demolition that props this device. Repeating the steps for the next use.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a strutting arrangement for be used for steel bar truss building carrier plate field installation for support steel bar truss building carrier plate (8) temporarily, its characterized in that, including crossbeam (1) and chord member (2), the bottom central point of crossbeam (1) puts and rotates and installs screw rod (4), threaded sleeve (3) are installed to the screw thread on screw rod (4), the upper end of crossbeam (1) chord member (2) is articulated, the lower extreme and screw rod (4) of chord member (2) are articulated.
2. The support device for the field installation of the steel bar truss floor deck according to the claim 1, wherein the bottom of the screw rod (4) is provided with a handle.
3. The supporting device for the field installation of the steel bar truss floor deck as claimed in claim 1, wherein the upper ends of the cross beams (1) and the chord rods (2) are connected through ear plates and pin shafts.
4. The support device for the field installation of the steel bar truss floor deck according to the claim 1, wherein the top of the cross beam (1) is provided with a cushion block (7), and the cushion blocks (7) are distributed on the cross beam (1) at equal intervals.
5. The supporting device for the field installation of the steel bar truss floor bearing plate is characterized in that connecting pieces (5) are installed at two ends of the cross beam (1), the connecting pieces (5) are fixedly installed on the steel beam (6) through bolts, and the top of the cushion block (7) is arranged in parallel with the top of the steel beam (6).
6. A support device for the field installation of a steel bar truss floor deck according to claim 5, wherein the connecting pieces (5) are provided as sliding sleeves, and the connecting pieces (5) are slidably mounted on the cross beams (1).
7. The support device for the field installation of the steel bar truss floor deck according to claim 4, wherein the cushion blocks (7) are provided as wood blocks.
8. The support device for the field installation of the steel bar truss floor deck according to the claim 1, wherein the top of the cross beam (1) is provided with a non-slip mat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222515761.3U CN218541674U (en) | 2022-09-22 | 2022-09-22 | Support device for field installation of steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222515761.3U CN218541674U (en) | 2022-09-22 | 2022-09-22 | Support device for field installation of steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218541674U true CN218541674U (en) | 2023-02-28 |
Family
ID=85275455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222515761.3U Active CN218541674U (en) | 2022-09-22 | 2022-09-22 | Support device for field installation of steel bar truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218541674U (en) |
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2022
- 2022-09-22 CN CN202222515761.3U patent/CN218541674U/en active Active
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