CN213297136U - Assembled steel construction house steel bar truss building carrier plate bearing structure - Google Patents
Assembled steel construction house steel bar truss building carrier plate bearing structure Download PDFInfo
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- CN213297136U CN213297136U CN202021679842.1U CN202021679842U CN213297136U CN 213297136 U CN213297136 U CN 213297136U CN 202021679842 U CN202021679842 U CN 202021679842U CN 213297136 U CN213297136 U CN 213297136U
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Abstract
The utility model provides an assembled steel construction house steel bar truss building carrier plate bearing structure, belongs to the building field, is applicable to the template reinforcement of removable die block steel bar truss building carrier plate, and it includes the base, base connecting threaded rod, and the silk braid is supporting with the threaded rod, and silk braid welding aluminum alloy stand one end, the aluminum alloy stand other end insert the pipe lumen, pipe top welding entablature, weld a plurality of V type reinforcing bars between entablature and the bottom end rail. The utility model discloses ann tears the operation open simply, the practicality is strong, can have enough to meet the need, and utilized and taken the material, practicality and economic nature are showing.
Description
Technical Field
The utility model belongs to the building field is applicable to the template reinforcement of removable die block steel bar truss building carrier plate, specifically is a steel bar truss building carrier plate bearing structure that can have enough to meet the need.
Background
At present, in the construction of building engineering and the construction of assembled steel structure high-rise residences, for the floor slab area with the maximum unsupported span in the construction stage of the steel bar truss floor bearing plate, reliable temporary supports must be arranged in the span of the floor bearing plate in the direction perpendicular to the steel bar truss. Steel bar truss building carrier plate supports temporarily and adopts steel pipe scaffold or bowl to detain formula scaffold and jackscrew, wooden keel as main support system usually, and this kind of support mode all needs to indulge horizontal rod and connects, has both increased the work load of formwork, brings inconvenience for the construction passageway again.
Disclosure of Invention
The utility model provides a formwork and simple, the convenient and efficient steel bar truss building carrier plate bearing structure of form removal.
The technical scheme of the utility model: the utility model provides an assembled steel construction house steel bar truss building carrier plate bearing structure, includes the base, and characterized by base connecting threaded rod, the silk braid is supporting with the threaded rod, and silk braid welding aluminum alloy stand one end, the aluminum alloy stand other end insert the pipe lumen, and pipe top welding entablature welds a plurality of V type reinforcing bars between entablature and the bottom end rail. The upper beam is tightly propped against the bottom of the floor bearing plate, and square wood vertical steel beam flange plates are used at the steel beam webs at the two ends to be fixedly propped against the upper beam.
During the installation, hoist and mount steel bar truss building carrier plate according to datum line order earlier, building carrier plate support erects muscle and girder steel spot welding, and building carrier plate length direction spot welding on the girder steel, and the contact surface is installed at the bottom of the building carrier plate the utility model discloses, through rotatory silk covering adjustment aluminum alloy stand height, it is tight to make entablature and building carrier plate bottom top, and both ends girder steel web department uses square timber perpendicular to girder steel flange board and entablature top fastening decide.
The utility model has simple processing and manufacturing, does not need professional manufacturers to process, and has easy quality guarantee; the universality is particularly strong, and the cast-in-place steel bar truss floor support plate engineering with different floor heights and plate thicknesses can be adapted; the stability is good, and the dead weight is light, and formwork and form removal are simple, convenient, have improved the speed of formwork and form removal, and then have improved the utilization ratio of turnover material, have shortened the time limit for a project, have reduced engineering cost.
The utility model discloses ann tears the operation open simply, light in weight, can have enough to meet the need, avoided the tradition to use steel pipe, square timber, jackscrew to carry out the reinforced (rfd) method of steel bar truss building carrier plate template, repeated input is artifical, the material, drawbacks such as operation complicacy.
Drawings
Fig. 1 is a structural view of the present invention.
Fig. 2 is a partial (upper half) structure diagram of the present invention.
Fig. 3 is a structure diagram of a part (a member capable of adjusting height) of the present invention.
Fig. 4 is a partial (lower half) structure diagram of the present invention.
In the drawing, 1, steel bar truss floor carrier plate, 2, pipe, 3, V-arrangement reinforcing bar, 4, entablature, 5, 70mm angle steel concatenation rectangle, 6, girder steel, 7, flitch, 8, aluminum alloy stand, 9, silk cover, 10, threaded rod, 11, base, 12, bottom end rail.
Detailed Description
Fig. 1, fig. 2, fig. 3, fig. 4 show, an assembled steel structure house steel bar truss floor carrier plate bearing structure, including base 11, characterized by base 11 welding threaded rod 10, the setting of silk cover 9 configuration is on threaded rod 10, and 8 one ends of aluminum alloy stand are welded to silk cover 10, and the lumen of pipe 2 is inserted to the 8 other ends of aluminum alloy stand, and 2 top welding entablature 4 of pipe, weld a plurality of V-arrangement reinforcing bars 3 between entablature 4 and the bottom end rail 12, and 4 both ends welding rectangles of entablature.
The length of the aluminum alloy upright post 8 is 2300mm, and the base is a steel plate with the diameter of 150mm and the thickness of 8 mm. The height of the round tube 2 is 60mm, and the inner diameter is 30 mm; the upper cross beam 4 adopts angle steel of 40mm multiplied by 3 mm; the V-shaped steel bar 3 is made of a steel bar with the diameter of 12 mm; the lower beam 12 is made of steel bars with the diameter of 12 mm.
The end part of the V-shaped steel bar is a phi 12 through-length steel bar which is welded with the V-shaped steel bar to form a frame, and the two ends of the angle steel are welded with 70mm long angle steel which is butt-welded to form a rectangle. The lengths of two sides of the V-shaped steel bar are respectively 250mm, and the maximum distance between the middle parts of the V-shaped steel bars is 300 mm.
Claims (1)
1. The utility model provides an assembled steel construction house steel bar truss building carrier plate bearing structure, includes the base, and characterized by base connecting threaded rod, the silk braid is supporting with the threaded rod, silk braid welding aluminum alloy stand one end, and the aluminum alloy stand other end inserts the pipe lumen, and pipe top welding entablature welds the entablature, welds a plurality of V type reinforcing bars between entablature and the bottom end rail, and the entablature is tight with building carrier plate bottom top, and both ends girder steel web department uses square timber perpendicular to girder steel flange board and entablature top fastening to be fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021679842.1U CN213297136U (en) | 2020-08-13 | 2020-08-13 | Assembled steel construction house steel bar truss building carrier plate bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021679842.1U CN213297136U (en) | 2020-08-13 | 2020-08-13 | Assembled steel construction house steel bar truss building carrier plate bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213297136U true CN213297136U (en) | 2021-05-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021679842.1U Active CN213297136U (en) | 2020-08-13 | 2020-08-13 | Assembled steel construction house steel bar truss building carrier plate bearing structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN213297136U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482265A (en) * | 2022-01-19 | 2022-05-13 | 中建海峡建设发展有限公司 | GIIH (general integrated manufacturing) efficient integrated manufacturing system for residential building with steel structure |
-
2020
- 2020-08-13 CN CN202021679842.1U patent/CN213297136U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482265A (en) * | 2022-01-19 | 2022-05-13 | 中建海峡建设发展有限公司 | GIIH (general integrated manufacturing) efficient integrated manufacturing system for residential building with steel structure |
| CN114482265B (en) * | 2022-01-19 | 2024-03-26 | 中建海峡建设发展有限公司 | GIIH assembled steel structure residential building high-efficiency integrated manufacturing system |
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