CN214785200U - Steel bar truss floor support plate for fabricated building house - Google Patents
Steel bar truss floor support plate for fabricated building house Download PDFInfo
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- CN214785200U CN214785200U CN202121057984.9U CN202121057984U CN214785200U CN 214785200 U CN214785200 U CN 214785200U CN 202121057984 U CN202121057984 U CN 202121057984U CN 214785200 U CN214785200 U CN 214785200U
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Abstract
The utility model provides a steel bar truss building carrier plate for assembly type building room, die block steel sheet one end are fixed with coupling assembling, and coupling assembling is used for the concatenation between the steel bar truss building carrier plate, and coupling assembling includes connecting plate one and connecting plate two. Has the advantages that: when carrying out the concatenation of steel bar truss building carrier plate, insert in the outer spout of another steel bar truss building carrier plate through two connecting plates of one of them steel bar truss building carrier plate, spout in two connecting plates slide in along outer spout this moment, steel bar truss building carrier plate is transferred afterwards, move down in the spout including making two connecting plates, make two steel bar truss building carrier plates block, later push down the jam plate, can make the jam plate insert inside the draw-in groove on two connecting plates along the socket, inside two blocks of connecting plates are inside the spout, the steadiness of steel bar truss building carrier plate concatenation has been improved like this, the steel bar truss building carrier plate that the prefabricated building house used at present has been solved, connect unstable problem between the steel bar truss building carrier plate.
Description
Technical Field
The utility model relates to an assembly type structure technical field specifically is an assembly type structure is steel bar truss building carrier plate for room.
Background
The steel bar truss floor bearing plate is a floor bearing plate newly developed in recent years and widely used in the construction of prefabricated building houses at present, the steel bar truss floor bearing plate is formed by welding and processing steel bar combinations (web members comprise bent steel bars) of three specifications (upper chord steel bars, lower chord steel bars and web member steel bars) into a steel bar truss, and then combining and welding the steel bar truss and a bottom template into a whole by adopting a resistance spot welding processing mode.
At present, steel bar truss building carrier plate that prefabricated building house was used when carrying out the concatenation, the stability of concatenation point is relatively poor between the steel bar truss building carrier plate, leads to connecting insecure between the steel bar truss building carrier plate.
SUMMERY OF THE UTILITY MODEL
The utility model provides a steel bar truss building carrier plate for prefabricated building room has solved the steel bar truss building carrier plate that present prefabricated building house used, connects unstable problem between the steel bar truss building carrier plate.
A steel bar truss floor support plate for an assembly type building house comprises a bottom die steel plate and a steel bar truss assembly, wherein the steel bar truss assembly is fixedly connected to the upper end of the bottom die steel plate;
die block steel sheet one end is fixed with coupling assembling, coupling assembling is used for the concatenation between the steel bar truss building carrier plate, coupling assembling includes connecting plate one and connecting plate two, the welding of connecting plate one is at die block steel sheet one end upside, two vertical welding of connecting plate are at a connecting plate other end, die block steel sheet other end middle part is equipped with outer spout, outer spout tank bottom is equipped with interior spout, connecting plate two is pegged graft with outer spout, inside the spout was inserted along outer spout to connecting plate two, connecting plate one inserts interior spout and inserts in the spout along with connecting plate two.
Preferably, the steel bar truss assembly comprises upper chord steel bars, support vertical bars, support horizontal bars, lower chord steel bars and web member steel bars, wherein the web member steel bars are welded at the upper end of the bottom die steel plate, and the lower chord steel bars are respectively welded at two ends of the web member steel bars.
Preferably, the upper chord steel bar is welded to the top of the web member steel bar, and the two support vertical bars are respectively welded to the bottoms of the head end and the tail end of the upper chord steel bar.
Preferably, the support horizontal rib is positioned below the lower chord steel bar and welded with the lower chord steel bar, and the support horizontal rib is positioned at the inner end of the support vertical rib.
Preferably, the second connecting plate is matched with the outer sliding groove.
Preferably, the bottom die steel plate is adhered to the upper side and the lower side of the outer chute through sealing strips, and the sealing strips are made of rubber magnetic strips.
Preferably, a plurality of spring grooves I are horizontally and uniformly arranged at the bottom of the inner sliding groove from front to back, a spring I is fixed at the bottom of the spring groove I, a clamping ball I is fixed at the tail end of the spring I, and the clamping ball I is contacted with the connecting plate II along with the insertion of the connecting plate II into the inner sliding groove.
Preferably, a socket penetrates through the top end inside the inner chute, and a T-shaped locking plate is connected to the upper end of the socket in a sliding mode.
Preferably, the top of the second connecting plate is provided with a clamping groove, and the lower end of the locking plate extends out of the insertion opening and is inserted into the clamping groove.
Preferably, both ends all are equipped with spring groove two around the jam plate, spring groove two tank bottoms are fixed with spring two, spring two ends are fixed with card pearl two, card pearl two are located die block steel sheet top and paste with the die block steel sheet.
Has the advantages that: when carrying out the concatenation of steel bar truss building carrier plate, insert in the outer spout of another steel bar truss building carrier plate through two connecting plates of one of them steel bar truss building carrier plate, spout in two connecting plates slide in along outer spout this moment, steel bar truss building carrier plate is transferred afterwards, move down in the spout including making two connecting plates, make two steel bar truss building carrier plates block, later push down the jam plate, can make the jam plate insert inside the draw-in groove on two connecting plates along the socket, inside two blocks of connecting plates are inside the spout, the steadiness of steel bar truss building carrier plate concatenation has been improved like this, in addition through setting up the sealing strip, can improve the leakproofness between the steel bar truss building carrier plate.
Drawings
FIG. 1 is a general schematic view of the present invention;
FIG. 2 is a schematic view of FIG. 1A according to the present invention;
fig. 3 is a schematic view B of fig. 1 according to the present invention.
In the figure: 1-bottom die steel plate, 11-outer sliding groove, 12-connecting assembly, 121-connecting plate I, 122-connecting plate II, 123-clamping groove, 13-inner sliding groove, 131-clamping bead I, 14-sealing strip, 15-locking plate, 151-clamping bead II, 16-socket, 2-steel bar truss assembly, 21-upper chord steel bar, 22-support vertical bar, 23-support horizontal bar, 24-lower chord steel bar and 25-web member steel bar.
Detailed Description
Referring to fig. 1 to 3, the steel bar truss floor support plate for the fabricated building comprises a bottom die steel plate 1 and a steel bar truss assembly 2, wherein the steel bar truss assembly 2 is fixedly connected to the upper end of the bottom die steel plate 1, the steel bar truss assembly 2 comprises an upper chord steel bar 21, a support vertical steel bar 22, a support horizontal steel bar 23, a lower chord steel bar 24 and a web member steel bar 25, the web member steel bar 25 is welded to the upper end of the bottom die steel plate 1, the two lower chord steel bars 24 are respectively welded to two ends of the web member steel bar 25, the upper chord steel bar 21 is welded to the top of the web member steel bar 25, the two support vertical steel bars 22 are respectively welded to the bottoms of the first end and the last end of the upper chord steel bar 21, the support horizontal steel bar 23 is located below the lower chord steel bar 24 and welded to the lower chord steel bar 24, the support horizontal steel bar 23 is located at the inner end of the support vertical steel bar 22, and the bottom die steel plate 1 and the steel bar truss assembly 2 are transported to the site, then the steel bar truss component 2 and the bottom die steel plate 1 are welded and fixed, so that the transportation is convenient, the installation is simple and convenient, and the workload of on-site steel bars can be reduced;
the die block steel plate 1 one end is fixed with coupling assembling 12, coupling assembling 12 is used for the concatenation between the steel bar truss floor carrier plate, coupling assembling 12 includes connecting plate 121 and connecting plate two 122, the welding of connecting plate 121 is at die block steel plate 1 one end upside, two 122 vertical welds of connecting plate are at the connecting plate 121 other end, die block steel plate 1 other end middle part is equipped with outer spout 11, outer spout 11 tank bottom is equipped with interior spout 13, connecting plate two 122 is pegged graft with outer spout 11, connecting plate two 122 insert inside spout 13 along outer spout 11, connecting plate one 121 inserts in spout 11 along connecting plate two 122 inserts interior spout 13, connecting plate two 122 and outer spout 11 looks adaptation, when carrying out the concatenation of two steel bar truss floor carrier plates, insert in the outer spout 11 of another steel bar truss floor carrier plate through connecting plate two 122 of one of them steel bar truss floor carrier plate, at the moment, the second connecting plate 122 slides into the inner sliding groove 13 along the outer sliding groove 11, meanwhile, the first connecting plate 121 slides into the outer sliding groove 11, then, the steel bar truss floor bearing plates are placed downwards, the second connecting plate 122 moves downwards in the inner sliding groove 13, the first connecting plate 121 moves downwards in the outer sliding groove 11, and at the moment, the two steel bar truss floor bearing plates are clamped.
Die block steel sheet 1 other end just is located outer spout 11 upper and lower both sides and all bonds and has sealing strip 14, sealing strip 14 is made by the rubber magnetic stripe, and two steel bar truss building carrier plates block the back, through sealing strip 14, can improve the leakproofness between two steel bar truss building carrier plates.
The bottom of the inner chute 13 is horizontally and uniformly provided with a plurality of first spring grooves from front to back, the bottom of each first spring groove is fixed with a first spring, one tail end of each spring is fixed with a first clamping bead 131, the first clamping bead 131 is inserted into the inner chute 13 along with the second connecting plate 122 and contacts with the second connecting plate 122, when the second connecting plate 122 is inserted into the inner chute 13, the first clamping bead 131 can be extruded to slide into the first spring groove, the spring in the first spring groove can give an elastic force of the first clamping bead 131 for a while, and the first clamping bead 131 can give a thrust of the second connecting plate 122, so that the second connecting plate 122 is tightly attached to the inner wall of the inner chute 13, and the stability of the second connecting plate 122 in the inner chute 13 can be improved.
A socket 16 is communicated at the top end inside the inner chute 13, a T-shaped locking plate 15 is slidably connected to the upper end of the socket 16, a clamping groove 123 is arranged at the top of the second connecting plate 122, the lower end of the locking plate 15 extends out of the socket 16 and is connected with the clamping groove 123 in an inserting manner, two spring grooves are arranged at the front end and the rear end of the locking plate 15, a second spring is fixed at the bottom of each spring groove, two clamping beads 151 are fixed at the tail ends of the second spring, the second clamping beads 151 are located above the bottom die steel plate 1 and are attached to the bottom die steel plate 1, when the second connecting plate 122 is inserted into the inner chute 13, the second clamping beads 151 clamp the locking plate 15, so that a worker can insert the second connecting plate 122 into the inner chute 13 conveniently, after the second connecting plate 122 is inserted into the inner chute 13, the locking plate 15 is pressed downwards, at the moment, the second clamping beads 151 are tightly attached to the top of the bottom die steel plate 1 and are pressed into the second spring grooves, and the locking plate 15 is inserted into the clamping groove 123 on the second connecting plate 122 along the socket 16, the second connecting plate 122 can be clamped inside the inner sliding groove 13, so that the stability of the spliced steel bar truss floor bearing plate is improved.
Claims (10)
1. The utility model provides an assembly type is steel bar truss building carrier plate for building room, includes die block steel sheet and steel bar truss subassembly, steel bar truss subassembly fixed connection is in die block steel sheet upper end, its characterized in that:
die block steel sheet one end is fixed with coupling assembling, coupling assembling is used for the concatenation between the steel bar truss building carrier plate, coupling assembling includes connecting plate one and connecting plate two, the welding of connecting plate one is at die block steel sheet one end upside, two vertical welding of connecting plate are at a connecting plate other end, die block steel sheet other end middle part is equipped with outer spout, outer spout tank bottom is equipped with interior spout, connecting plate two is pegged graft with outer spout, inside the spout was inserted along outer spout to connecting plate two, connecting plate one inserts interior spout and inserts in the spout along with connecting plate two.
2. The steel bar truss floor deck for the fabricated building house according to claim 1, wherein: the steel bar truss component comprises upper chord steel bars, support vertical bars, support horizontal bars, lower chord steel bars and web member steel bars, wherein the web member steel bars are welded at the upper end of the bottom die steel plate, and the lower chord steel bars are respectively welded at the two ends of the web member steel bars.
3. The steel bar truss floor deck for the fabricated building house according to claim 2, wherein: the upper chord steel bars are welded at the tops of the web member steel bars, and the two support vertical bars are respectively welded at the bottoms of the head end and the tail end of the upper chord steel bars.
4. The steel bar truss floor deck for the fabricated building house according to claim 3, wherein: the support horizontal rib is located below the lower chord steel bar and welded with the lower chord steel bar, and the support horizontal rib is located at the inner end of the support vertical rib.
5. The steel bar truss floor deck for the fabricated building house according to claim 1, wherein: and the second connecting plate is matched with the outer sliding groove.
6. The steel bar truss floor deck for the fabricated building house according to claim 1, wherein: the die block steel sheet other end just lies in the equal bonding of both sides about the outer spout and has the sealing strip, the sealing strip is made by the rubber magnetic stripe.
7. The steel bar truss floor deck for the fabricated building house according to claim 1, wherein: the spring groove I is horizontally and uniformly arranged at the bottom of the inner sliding groove from front to back, the spring I is fixed at the bottom of the spring groove I, the clamping ball I is fixed at the tail end of the spring I, and the clamping ball I is inserted into the inner sliding groove along with the connecting plate II and is contacted with the connecting plate II.
8. The steel bar truss floor deck for the fabricated building house according to claim 7, wherein: a socket is communicated with the top end inside the inner chute, and a T-shaped locking plate is connected to the upper end of the socket in a sliding mode.
9. The steel bar truss floor deck for the fabricated building house according to claim 8, wherein: and the tops of the two connecting plates are provided with clamping grooves, and the lower ends of the locking plates extend out of the insertion ports and are inserted into the clamping grooves.
10. The steel bar truss floor deck for the fabricated building house according to claim 9, wherein: two ends all are equipped with spring groove two around the jam plate, two tank bottoms in spring groove are fixed with spring two, two ends in spring are fixed with card pearl two, the card pearl is two and is located die block steel sheet top and pastes mutually with the die block steel sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121057984.9U CN214785200U (en) | 2021-05-18 | 2021-05-18 | Steel bar truss floor support plate for fabricated building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121057984.9U CN214785200U (en) | 2021-05-18 | 2021-05-18 | Steel bar truss floor support plate for fabricated building house |
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| Publication Number | Publication Date |
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| CN214785200U true CN214785200U (en) | 2021-11-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121057984.9U Active CN214785200U (en) | 2021-05-18 | 2021-05-18 | Steel bar truss floor support plate for fabricated building house |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114135039A (en) * | 2021-12-03 | 2022-03-04 | 江西建邦科技有限公司 | Exempt from to tear open steel bar truss building carrier plate |
| CN114182866A (en) * | 2021-12-03 | 2022-03-15 | 江西建邦科技有限公司 | Modularization steel bar truss building carrier plate |
| CN114412038A (en) * | 2022-01-14 | 2022-04-29 | 深圳嘉西亚建筑设计有限公司 | Truss template and installation method thereof |
| US11940570B2 (en) | 2018-08-24 | 2024-03-26 | Seyond, Inc. | Virtual windows for LiDAR safety systems and methods |
-
2021
- 2021-05-18 CN CN202121057984.9U patent/CN214785200U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11940570B2 (en) | 2018-08-24 | 2024-03-26 | Seyond, Inc. | Virtual windows for LiDAR safety systems and methods |
| CN114135039A (en) * | 2021-12-03 | 2022-03-04 | 江西建邦科技有限公司 | Exempt from to tear open steel bar truss building carrier plate |
| CN114182866A (en) * | 2021-12-03 | 2022-03-15 | 江西建邦科技有限公司 | Modularization steel bar truss building carrier plate |
| CN114412038A (en) * | 2022-01-14 | 2022-04-29 | 深圳嘉西亚建筑设计有限公司 | Truss template and installation method thereof |
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