CN212248833U - Laying structure of steel structure house floor bearing plate - Google Patents

Laying structure of steel structure house floor bearing plate Download PDF

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Publication number
CN212248833U
CN212248833U CN202020269711.XU CN202020269711U CN212248833U CN 212248833 U CN212248833 U CN 212248833U CN 202020269711 U CN202020269711 U CN 202020269711U CN 212248833 U CN212248833 U CN 212248833U
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steel
steel bar
carrier plate
building carrier
laying
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CN202020269711.XU
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Chinese (zh)
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林东旭
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林东旭
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Abstract

The utility model relates to a steel construction technical field just discloses a laying structure of steel construction room building carrier plate, including horizontal steel bar frame, the bottom of horizontal steel bar frame is connected with the reinforcement subassembly, and the concrete has all been pour to the outside of reinforcement subassembly and horizontal steel bar frame, and the bottom of reinforcement subassembly is connected with the building carrier plate, and the bottom of building carrier plate is connected with the supporting component, the supporting component is connected with the supporting component including linking up pin, girder steel, fixation nut, support base and pre-buried bolt, links up the bottom of pin and is connected with the top of girder steel, and the bottom of girder steel is connected with the central point of supporting base. The utility model provides a connect through the connecting piece between the building carrier plate of current detachable steel bar truss building carrier plate and the steel bar truss, the building carrier plate has certain interval apart from the steel bar truss bottom, makes the building carrier plate warp or damage easily when current bearing structure supports on the building carrier plate, is unfavorable for the problem of cast in situ concrete's construction.

Description

Laying structure of steel structure house floor bearing plate
Technical Field
The utility model relates to a steel construction technical field specifically is a laying structure of steel construction room building carrier plate.
Background
General steel bar truss building carrier plate is tin-plated steel bar truss building carrier plate and detachable steel bar truss building carrier plate, and along with bearing the needs and the environmental protection construction requirement of face construction period and constantly rising to the building, detachable steel bar truss building carrier plate is because the reuse can be dismantled to the building carrier plate, the building bears the face shaping and levels convenient decoration and simple to operate swiftly adapts to on-the-spot or mill variety production and processing, receives affirmation and recognition in market more and more. Connect through the connecting piece between the building carrier plate of current detachable steel bar truss building carrier plate and the steel bar truss, the building carrier plate has certain interval apart from the steel bar truss bottom, makes the building carrier plate warp or damage easily when current bearing structure supports on the building carrier plate, is unfavorable for cast in situ concrete's construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a laying structure of steel construction room building carrier plate reaches and provides a steel bar truss building carrier plate with the supporting seat, and it can avoid the too big and damage or the mesh that became invalid of building carrier plate atress for steel bar truss with the effectual transmission of bearing force of bearing structure.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a laying structure of steel construction room building carrier plate, includes horizontal steel bar frame, the bottom of horizontal steel bar frame is connected with strengthens the subassembly, strengthens the outside of subassembly and horizontal steel bar frame and has all pour the concrete, strengthens the bottom of subassembly and is connected with the building carrier plate, and the bottom of building carrier plate is connected with supporting component.
Preferably, the supporting component comprises a connecting pin, a steel beam, a fixing nut, a supporting base and a pre-buried bolt, the bottom of the connecting pin is connected with the top of the steel beam, the bottom of the steel beam is connected with the center of the supporting base, the inside of the supporting base is connected with the outer wall of the pre-buried bolt, and the pre-buried bolt is in threaded connection with the inner wall of the fixing nut at one end far away from the supporting base.
Preferably, the top of the joint pin is connected with the bottom of the floor support plate.
Preferably, the reinforcing assembly comprises a positioning seat, a limiting seat, an upper chord steel bar, a lower chord steel bar and a web member steel bar, a first clamping groove is formed in the inner wall of the positioning seat, the inner portion of the first clamping groove is connected with the outer wall of the lower chord steel bar, the top portion of the lower chord steel bar is connected with the bottom portion of the web member steel bar, the top portion of the web member steel bar is connected with the bottom portion of the upper chord steel bar, a second clamping groove is formed in the limiting seat, and the inner portion of the second clamping groove is connected with the outer wall of the top.
Preferably, the positioning seat is internally provided with a first positioning hole, the outer surface of the first positioning hole is connected with the outer wall of the positioning screw, and one end of the positioning screw, which is far away from the positioning seat, is connected with the inner thread of the floor support plate.
Preferably, a second positioning hole is formed in the limiting seat, and the inner wall of the second positioning hole is connected with a connecting steel bar.
Preferably, the top of the limiting seat is connected with the bottom of the transverse reinforcing frame, and the outer wall of the top end of the connecting reinforcing bar is connected with the outer wall of the transverse reinforcing frame.
The utility model provides a laying structure of steel construction room building carrier plate. The method has the following beneficial effects:
(1) the utility model discloses a to link up the bottom of pin and the top welding of girder steel, the bottom of girder steel and the central point that supports the base weld, support the inside of base and the outer wall swing joint of pre-buried bolt, pre-buried bolt is keeping away from the one end that supports the base and the inner wall threaded connection of fixation nut, links up the top of pin and the bottom welding of building carrier plate, only needs implant the pre-buried bolt in the factory building ground to for the building carrier plate provides powerful support, reinforcing building carrier plate compressive capacity.
(2) The utility model discloses a through the inner wall of positioning seat offer draw-in groove one, the inside of draw-in groove one and the outer wall joint of lower chord reinforcing bar, the top of lower chord reinforcing bar and the bottom welding of web member reinforcing bar, the top of web member reinforcing bar and the bottom welding of upper chord reinforcing bar, the inside of spacing seat offers draw-in groove two, the inside of draw-in groove two and the top outer wall joint of upper chord reinforcing bar, the inside of positioning seat offers locating hole one, the surface of locating hole one and the outer wall swing joint of set screw, set screw is at the one end of keeping away from the positioning seat and the inside threaded connection of deck, the inside of spacing seat offers locating hole two, the inner wall fixedly connected with linking reinforcing bar of locating hole two, the top of spacing seat and the bottom swing joint of horizontal reinforcing bar frame, the top outer wall of linking reinforcing bar welds with the outer wall of horizontal reinforcing bar frame, surround, reach the steel bar truss building carrier plate that provides one kind and be equipped with the supporting seat, it can avoid building carrier plate atress too big and damage or the mesh that became invalid with the effectual transmission of bearing force for steel bar truss of bearing structure.
Drawings
Fig. 1 is a front view of the present invention;
FIG. 2 is a schematic structural view of the present invention;
fig. 3 is a perspective view of the positioning seat of the present invention;
fig. 4 is a perspective view of the limiting seat of the present invention.
In the figure: the steel bar support comprises 1 transverse steel bar frame, 2 floor support plates, 3 supporting assemblies, 4 reinforcing assemblies, 5 positioning holes I, 6 positioning holes II, 7 positioning screws, 8 connecting steel bars, 9 concrete, 301 connecting pins, 302 steel beams, 303 fixing nuts, 304 supporting bases, 305 embedded bolts, 401 clamping grooves I, 402 positioning seats, 403 clamping grooves II, 404 limiting seats, 405 upper chord steel bars, 406 lower chord steel bars and 407 web member steel bars.
Detailed Description
As shown in fig. 1-4, the utility model provides a technical solution: the utility model provides a laying structure of steel construction room building carrier plate, includes horizontal steel reinforcement frame 1, and the bottom welding of horizontal steel reinforcement frame 1 has the reinforcement subassembly 4, and the concrete 9 has all been pour to the outside of reinforcement subassembly 4 and horizontal steel reinforcement frame 1, and the bottom welding of reinforcement subassembly 4 has building carrier plate 2, and the bottom welding of building carrier plate 2 has supporting component 3.
Further, the supporting component 3 includes a connecting pin 301, a steel beam 302, a fixing nut 303, a supporting base 304 and an embedded bolt 305, the bottom of the connecting pin 301 is welded to the top of the steel beam 302, the bottom of the steel beam 302 is welded to the central portion of the supporting base 304, the inside of the supporting base 304 is movably connected to the outer wall of the embedded bolt 305, and the embedded bolt 305 is connected to the inner wall of the fixing nut 303 in a threaded manner at one end far away from the supporting base 304.
Further, the top of the engaging leg 301 is welded to the bottom of the floor deck 2.
Further, the reinforcing assembly 4 comprises a positioning seat 402, a limiting seat 404, an upper chord steel bar 405, a lower chord steel bar 406 and a web member steel bar 407, wherein a first clamping groove 401 is formed in the inner wall of the positioning seat 402, the inner portion of the first clamping groove 401 is clamped with the outer wall of the lower chord steel bar 406, the top of the lower chord steel bar 406 is welded with the bottom of the web member steel bar 407, the top of the web member steel bar 407 is welded with the bottom of the upper chord steel bar 405, a second clamping groove 403 is formed in the limiting seat 404, and the inner portion of the second clamping groove 403 is clamped with the outer wall of the top end of the.
Furthermore, a first positioning hole 5 is formed in the positioning seat 402, the outer surface of the first positioning hole 5 is movably connected with the outer wall of the positioning screw 7, and one end of the positioning screw 7, which is far away from the positioning seat 402, is connected with the inner thread of the floor support plate 2.
Further, a second positioning hole 6 is formed in the limiting seat 404, and the inner wall of the second positioning hole 6 is fixedly connected with a connecting steel bar 8.
Further, the top of the limiting seat 404 is movably connected with the bottom of the transverse steel bar frame 1, and the outer wall of the top end of the connecting steel bar 8 is welded with the outer wall of the transverse steel bar frame 1.
When in use, the bottom of the connecting pin 301 is welded with the top of the steel beam 302, the bottom of the steel beam 302 is welded with the central part of the supporting base 304, the inside of the supporting base 304 is movably connected with the outer wall of the embedded bolt 305, the embedded bolt 305 is in threaded connection with the inner wall of the fixing nut 303 at one end far away from the supporting base 304, the top of the connecting pin 301 is welded with the bottom of the floor deck 2, only the embedded bolt 305 is required to be implanted into a plant foundation, so that strong support is provided for the floor deck 2, the inner wall of the positioning seat 402 is provided with a first clamping groove 401, the inside of the first clamping groove 401 is clamped with the outer wall of the lower chord steel bar 406, the top of the lower chord steel bar 406 is welded with the bottom of the web member steel bar 407, the top of the web member steel bar 407 is welded with the bottom of the upper chord steel bar 405, the inside of the limiting seat 404 is provided with a second clamping groove 403, the inside of, the outer surface of the first positioning hole 5 is movably connected with the outer wall of the positioning screw 7, the positioning screw 7 is connected with the inner thread of the floor support plate 2 at one end far away from the positioning seat 402, a second positioning hole 6 is formed inside the limiting seat 404, the inner wall of the second positioning hole 6 is fixedly connected with a connecting steel bar 8, the top of the limiting seat 404 is movably connected with the bottom of the transverse steel bar frame 1, the outer wall of the top end of the connecting steel bar 8 is welded with the outer wall of the transverse steel bar frame 1, and then concrete 9 is poured around the transverse steel bar frame 1 and the reinforcing assembly 4.
To sum up, the utility model welds the bottom of the connecting foot 301 with the top of the steel beam 302, welds the bottom of the steel beam 302 with the central part of the supporting base 304, movably connects the inside of the supporting base 304 with the outer wall of the embedded bolt 305, the embedded bolt 305 is connected with the inner wall of the fixing nut 303 at the end far away from the supporting base 304 by screw thread, welds the top of the connecting foot 301 with the bottom of the floor deck 2, only needs to implant the embedded bolt 305 into the plant foundation, thereby providing strong support for the floor deck 2 and enhancing the pressure resistance of the floor deck 2, the utility model discloses a first clamping groove 401 is arranged on the inner wall of the positioning seat 402, the inside of the first clamping groove 401 is clamped with the outer wall of the lower chord steel bar 406, the top of the lower chord steel bar 406 is welded with the bottom of the web member steel bar 407, the top of the web member steel bar is welded with the bottom of the upper chord steel bar 405, the inside of the second clamping groove 403 is clamped with the top end outer wall of the upper chord steel bar 405, the first positioning hole 5 is formed in the positioning seat 402, the outer surface of the first positioning hole 5 is movably connected with the outer wall of the positioning screw 7, one end of the positioning screw 7 far away from the positioning seat 402 is connected with the inner thread of the floor support plate 2, the second positioning hole 6 is formed in the limiting seat 404, the inner wall of the second positioning hole 6 is fixedly connected with the connecting steel bar 8, the top of the limiting seat 404 is movably connected with the bottom of the transverse steel bar frame 1, the top end outer wall of the connecting steel bar 8 is welded with the outer wall of the transverse steel bar frame 1, and then concrete 9 is poured around the transverse steel bar frame 1 and the reinforcing assembly 4, so that the steel bar truss floor support plate with the supporting seat is provided, the supporting force of the supporting structure can be effectively transmitted to a.

Claims (7)

1. The utility model provides a laying structure of steel construction room building carrier plate, includes horizontal steel reinforcement frame (1), its characterized in that: the bottom of horizontal steel reinforcement frame (1) is connected with and strengthens subassembly (4), strengthens the outside of subassembly (4) and horizontal steel reinforcement frame (1) and has all pour concrete (9), and the bottom of strengthening subassembly (4) is connected with building carrier plate (2), and the bottom of building carrier plate (2) is connected with supporting component (3).
2. The laying structure of the steel structure house floor bearing plate according to claim 1, characterized in that: the supporting component (3) comprises a connecting pin (301), a steel beam (302), a fixing nut (303), a supporting base (304) and an embedded bolt (305), the bottom of the connecting pin (301) is connected with the top of the steel beam (302), the bottom of the steel beam (302) is connected with the center of the supporting base (304), the inside of the supporting base (304) is connected with the outer wall of the embedded bolt (305), and the embedded bolt (305) is in threaded connection with the inner wall of the fixing nut (303) at one end far away from the supporting base (304).
3. The laying structure of the steel structure house floor bearing plate according to claim 2, characterized in that: the top of the joint pin (301) is connected with the bottom of the floor support plate (2).
4. The laying structure of the steel structure house floor bearing plate according to claim 1, characterized in that: the reinforcing component (4) comprises a positioning seat (402), a limiting seat (404), an upper chord steel bar (405), a lower chord steel bar (406) and a web member steel bar (407), wherein a first clamping groove (401) is formed in the inner wall of the positioning seat (402), the inner portion of the first clamping groove (401) is connected with the outer wall of the lower chord steel bar (406), the top of the lower chord steel bar (406) is connected with the bottom of the web member steel bar (407), the top of the web member steel bar (407) is connected with the bottom of the upper chord steel bar (405), a second clamping groove (403) is formed in the limiting seat (404), and the inner portion of the second clamping groove (403) is connected with the outer wall of the top end of the upper chord steel bar (.
5. The laying structure of the steel structure house floor bearing plate of claim 4, characterized in that: the inner part of the positioning seat (402) is provided with a first positioning hole (5), the outer surface of the first positioning hole (5) is connected with the outer wall of a positioning screw (7), and one end, far away from the positioning seat (402), of the positioning screw (7) is connected with the inner thread of the floor bearing plate (2).
6. The laying structure of the steel structure house floor bearing plate of claim 4, characterized in that: and a second positioning hole (6) is formed in the limiting seat (404), and the inner wall of the second positioning hole (6) is connected with a connecting steel bar (8).
7. The laying structure of the steel structure house floor bearing plate of claim 6, characterized in that: the top of the limiting seat (404) is connected with the bottom of the transverse reinforcing steel bar frame (1), and the outer wall of the top end of the connecting reinforcing steel bar (8) is connected with the outer wall of the transverse reinforcing steel bar frame (1).
CN202020269711.XU 2020-03-07 2020-03-07 Laying structure of steel structure house floor bearing plate Active CN212248833U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020269711.XU CN212248833U (en) 2020-03-07 2020-03-07 Laying structure of steel structure house floor bearing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020269711.XU CN212248833U (en) 2020-03-07 2020-03-07 Laying structure of steel structure house floor bearing plate

Publications (1)

Publication Number Publication Date
CN212248833U true CN212248833U (en) 2020-12-29

Family

ID=73991241

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020269711.XU Active CN212248833U (en) 2020-03-07 2020-03-07 Laying structure of steel structure house floor bearing plate

Country Status (1)

Country Link
CN (1) CN212248833U (en)

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