CN218597835U - Construction device suitable for large-scale frame structure die carrier - Google Patents
Construction device suitable for large-scale frame structure die carrier Download PDFInfo
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- CN218597835U CN218597835U CN202223166593.8U CN202223166593U CN218597835U CN 218597835 U CN218597835 U CN 218597835U CN 202223166593 U CN202223166593 U CN 202223166593U CN 218597835 U CN218597835 U CN 218597835U
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Abstract
The utility model relates to the technical field of building construction, in particular to a construction device suitable for a large-scale frame structure formwork, which comprises a laying crossbeam, wherein the middle part of the laying crossbeam is provided with a gap, two ends of the laying crossbeam are fixed on connecting discs of adjacent vertical rods, and the vertical rods pass through the gaps of the laying crossbeam; a support tube passing through a gap of the resting cross beam; the adjustable support that drags, the adjustable surface that drags props is equipped with the screw thread, stay tube upper end is equipped with fixation nut, fixation nut and the threaded fit connection who drags the surface of propping. Compared with the prior art, the utility model, its advantage lies in: the support of the structural beam bottom can be conveniently adjusted, and the support device can be suitable for the support of the structural beam bottoms with different heights; a construction device is additionally arranged to support the structural beam bottom at any position; the installation is simple, the work efficiency is improved, and the application range is wider; the used materials are common turnover materials, the obtained channels are numerous, and the turnover material can be put into use by simple combination.
Description
Technical Field
The utility model relates to a construction technical field is a construction equipment suitable for large-scale frame construction die carrier particularly.
Background
In prior art, to the problem that the die carrier was set up, socket joint formula dish detains support and uses more and more generally, but, socket joint formula dish detains support and has a problem in application process, and socket joint type dish detains support and compares in traditional fastener formula support not flexible enough, can't guarantee that every beam bottom position just in time has the support. The common sizes of the length of the horizontal rod are 300 mm, 600 mm, 900 mm, 1200 mm, 1500 mm, 1800 mm, 2000mm and the like, and the local inter-row spacing adjustment on site cannot be realized due to inconsistent span of the main structural beam on the same layer during actual construction.
Aiming at the situation, the conventional construction method is that horizontal rods with different lengths are matched and adjusted to erect the supports, a row of vertical rods are added at the beam bottom positions and then connected with an adjacent support system, the industrial factory building is large in single-layer area and high in layer height, some layers are higher than 8m, the number of structural beams is large, the construction method is high in field construction difficulty, the investment of support materials is large, and the work efficiency is low.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to solve prior art's not enough, provide one kind and be applicable to the dish knot formula support, in the higher building construction of the big floor height of area, conveniently adjust the construction equipment who supports at the bottom of the structure beam.
In order to achieve the purpose, the construction device suitable for the large-scale frame structure formwork comprises a socket type disc buckle support and a structure beam, wherein the socket type disc buckle support comprises a plurality of vertical rods, horizontal rods, connecting discs and a shelving cross beam, a gap is formed in the middle of the shelving cross beam, two ends of the shelving cross beam are fixed on the connecting discs of the adjacent vertical rods, and the vertical rods penetrate through the gap of the shelving cross beam; the bottom of each supporting tube penetrates through the gap of the shelving cross beam, and the top of each supporting tube is provided with a mounting seat which is supported by the shelving cross beam; the adjustable drag supports are provided with external threads on the surfaces, supporting parts are arranged at the tops, and the bottoms penetrate through the supporting tubes; the fixing nut is connected with the external thread of the adjustable drag support in a matched mode, the fixing nut is arranged on the upper portion of the supporting tube mounting seat, and the mounting seat supports the fixing nut.
Preferably, the following components: the shelving cross beam is composed of two channel steels, the two channel steels are arranged at intervals in a back-to-back mode, the distance of the two channel steels is matched with the outer diameter of the vertical rod, the two shelving cross beams are fixedly connected through a plurality of pairs of connecting bolts, and the distance of each pair of connecting bolts is matched with the outer diameter of the vertical rod.
Preferably, the following components: the supporting tube and the mounting seat are integrally formed.
Preferably: the supporting tubes are arranged between each pair of connecting bolts, and the outer diameters of the supporting tubes are in clearance fit with the shelving cross beams. .
Preferably, the following components: still be equipped with the support channel-section steel in the supporting part, support the channel-section steel both ends and set up in the supporting part that adjacent adjustable dragging propped, it is used for bearing structure bottom of the beam portion to support the channel-section steel.
Preferably, the following components: the structure beam is characterized in that a template is arranged on the outer peripheral side of the structure beam, square timber is arranged on the outer side of the template, a reinforcing steel pipe is further arranged on the outer side of the square timber at the bottom of the structure beam, and a through split bolt is arranged on the outer side of the reinforcing steel pipe.
Compared with the prior art, the utility model, its advantage lies in:
1. the support of the structural beam bottom is convenient to adjust, and the support device can be suitable for the support of the structural beam bottoms with different heights;
2. on the basis of the existing disc buckling type support system, a construction device is additionally arranged to support the structural beam bottom at any position;
3. the installation is simple, the work efficiency is improved, and the application range is wider;
4. the used materials are common turnover materials, the obtained channels are numerous, and the turnover material can be put into use by simple combination.
Drawings
FIG. 1 is an overall structure diagram of the present invention;
FIG. 2 is a structural view of the construction apparatus of the present invention;
FIG. 3 is a top view of the resting beam of the present invention;
FIG. 4 is a side view of the resting beam of the present invention;
in the figure: 1. the steel plate concrete structure comprises a placing crossbeam, 2 connecting discs, 3 adjustable drag supports, 4 formworks, 5 formworks secondary ridges, 6 supporting channel steel, 7 vertical rods, 8 horizontal rods, 9 channel steel, 10 connecting bolts, 11 structural beams, 12 supporting tubes, 13 square timbers, 14 reinforcing steel pipes and 15 split bolts.
Detailed Description
Referring to fig. 1, 2, 3 and 4, the construction device suitable for the large-scale frame structure formwork comprises a socket type disc buckle support and a structure beam, wherein the socket type disc buckle support comprises a plurality of vertical rods, horizontal rods and connecting discs, the construction device further comprises a shelving crossbeam, the shelving crossbeam is composed of two channel steels, the two channel steels are arranged at intervals in a back-to-back mode, the interval is matched with the outer diameter of the vertical rods, the two channel steels are fixedly connected through a plurality of pairs of connecting bolts, the interval of each pair of connecting bolts is matched with the outer diameter of the vertical rods, two ends of the shelving crossbeam are fixed on the connecting discs of the adjacent vertical rods, and the vertical rods penetrate through gaps of the shelving crossbeam.
Still include a plurality of stay tubes, the stay tube bottom is passed and is shelved the clearance that crossbeam and fixing bolt formed, when meetting heavily to press and wind pressure, and the stay tube is all by spacing or provide the holding power all around for the stay tube can not rock more stably. Stay tube upper portion still includes the mount pad, the mount pad is shelved in the channel-section steel upper surface, and the channel-section steel supports the mount pad, and mount pad upper portion still is equipped with fixation nut, and the mount pad provides the support to fixation nut, the stay tube with mount pad integrated into one piece, just the external diameter and the pole setting external diameter cooperation of stay tube.
Still include a plurality of adjustable drag props, adjustable drag props the surface and is equipped with the external screw thread, and through the fixation nut cooperation on external screw thread and mount pad upper portion, the adjustable bottom of dragging props and passes the stay tube, and adjustable drag props the top and is equipped with the supporting part, still including supporting the channel-section steel, supports the channel-section steel both ends and sets up in the supporting part of adjacent adjustable drag prop, it is stupefied that the support channel-section steel is used for bearing structure roof beam bottom, supports still to be equipped with template time between channel-section steel and the structure roof beam bottom.
The template is arranged on the outer peripheral side of the structural beam, square timber is arranged on the outer side of the template, a reinforcing steel pipe is further arranged on the outer side of the square timber at the bottom of the structural beam, and a through split bolt is arranged on the outer side of the reinforcing steel pipe.
It should be noted that shelving the crossbeam can also be other materials except for the channel-section steel, but the channel-section steel is comparatively convenient for taking in the job site, so the channel-section steel is selected for use as shelving the crossbeam in this embodiment, and the connected mode of shelving the crossbeam and the connected mode of stay tube are not limited to bolted connection, can also be other connected modes, and the regulation that can adjust to drag the brace is not limited to screw thread regulation one kind either.
According to the construction device, on the basis of the disc buckle type support system, the structural beam with any height and any position can be supported, a large amount of supporting materials are saved, the formwork system required by construction can be erected more conveniently, and the application range is greatly improved.
The above, only for the concrete implementation of this utility model, but the scope of protection of this utility model is not limited to this, and any person skilled in this technical field is in the technical scope of this utility model discloses, according to the technical scheme of this utility model and novel design add in equal replacement or change, all should be covered in the scope of protection of this utility model.
Claims (6)
1. The construction device comprises a socket type disc buckle support and a structural beam, wherein the socket type disc buckle support comprises a plurality of vertical rods, horizontal rods and connecting discs, and is characterized by further comprising
The middle of the shelving cross beam is provided with a gap, two ends of the shelving cross beam are fixed on connecting discs of adjacent vertical rods, and the vertical rods penetrate through the gap of the shelving cross beam;
the bottom of each supporting tube penetrates through the gap of the shelving cross beam, and the top of each supporting tube is provided with a mounting seat which is supported by the shelving cross beam;
the adjustable drag supports are provided with external threads on the surfaces, supporting parts are arranged at the tops, and the bottoms of the adjustable drag supports penetrate through the supporting tubes;
the fixing nut is connected with the external thread of the adjustable drag support in a matched mode, the fixing nut is arranged on the upper portion of the supporting tube mounting seat, and the mounting seat supports the fixing nut.
2. The construction device for the large frame structure formwork as claimed in claim 1, wherein the placing beam comprises two channel beams, the two channel beams are spaced apart from each other and spaced apart from each other to fit the outer diameter of the vertical rod, the two placing beam are fixedly connected by a plurality of pairs of connecting bolts, and the spacing between each pair of connecting bolts is matched with the outer diameter of the vertical rod.
3. The construction equipment for a large frame structure formwork of claim 1, wherein said supporting tube is integrally formed with said mounting seat.
4. The construction equipment for the formwork of large frame structure as claimed in claim 2, wherein the support tube is disposed between each pair of the connection bolts, and the outer diameter of the support tube is in clearance fit with the rest cross member.
5. The construction device suitable for the large frame structure formwork as claimed in claim 1, wherein a support channel is further provided in the support portion, two ends of the support channel are provided in the support portion of the adjacent adjustable drag brace, and the support channel is used for supporting the bottom of the structural beam.
6. The construction device suitable for the large-scale frame structure formwork of claim 1, wherein the outer periphery of the structural beam is provided with a formwork, the outer side of the formwork is provided with a square timber, the outer side of the square timber at the bottom of the structural beam is further provided with a reinforced steel pipe, and the outer side of the reinforced steel pipe is provided with a through split bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223166593.8U CN218597835U (en) | 2022-11-29 | 2022-11-29 | Construction device suitable for large-scale frame structure die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223166593.8U CN218597835U (en) | 2022-11-29 | 2022-11-29 | Construction device suitable for large-scale frame structure die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218597835U true CN218597835U (en) | 2023-03-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223166593.8U Active CN218597835U (en) | 2022-11-29 | 2022-11-29 | Construction device suitable for large-scale frame structure die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218597835U (en) |
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2022
- 2022-11-29 CN CN202223166593.8U patent/CN218597835U/en active Active
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