CN215926277U - Assembled steel structure house connected node - Google Patents
Assembled steel structure house connected node Download PDFInfo
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- CN215926277U CN215926277U CN202121868487.7U CN202121868487U CN215926277U CN 215926277 U CN215926277 U CN 215926277U CN 202121868487 U CN202121868487 U CN 202121868487U CN 215926277 U CN215926277 U CN 215926277U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 156
- 239000010959 steel Substances 0.000 title claims abstract description 156
- 230000003014 reinforcing effect Effects 0.000 claims abstract 3
- 238000002788 crimping Methods 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000005452 bending Methods 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000006978 adaptation Effects 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model relates to the technical field of steel structure connecting nodes, in particular to an assembly type steel structure house connecting node which comprises a steel framework, wherein two mounting steel plates are symmetrically arranged at the center of the right side of the steel framework from top to bottom, steel framework beams are longitudinally inserted and spliced at the inner sides of the two mounting steel plates through hexagon socket head cap bolts, each steel framework beam consists of an H-shaped steel beam and a connecting column, two clamping components are symmetrically inserted and spliced on the surface of the steel framework through limiting grooves, and each clamping component consists of a clamping plate, a fixing part, a limiting block and a through hole. According to the utility model, the connection between the steel framework and the steel framework beam is reinforced by using the clamping assembly and the reinforcing assembly, the clamping plate is clamped in the limiting groove of the steel framework so that the fixing part can reinforce the left and right stability of the H-shaped steel beam, the limiting block is designed to reinforce the upper and lower stability of the H-shaped steel beam, and the reinforcing assembly and the clamping assembly are mutually locked, so that the stability of steel structure assembly is improved.
Description
Technical Field
The utility model relates to the technical field of steel structure connecting nodes, in particular to an assembly type steel structure house connecting node.
Background
The steel structure building is a building with a load-bearing structure formed by building steel. Beams, columns, trusses and the like, typically made of steel sections and plates, constitute the load bearing structure. The building and the enclosing structures such as the roof, the floor, the wall surface and the like form a whole-planted building together.
Building shaped steel indicates hot rolling fashioned angle steel usually, the channel-section steel, the I-steel, H shaped steel and steel pipe etc. generally extrude fixedly to two adjacent wallboards through other supplementary fixed work pieces of bolt cooperation when connecting between the steel construction, but when the wallboard received external force, expend with heat and contract with cold or other special cases, the interact power between the steel construction can change, lead to the dislocation between the wallboard, it is relatively poor to the spacing effect of steel construction among the common fixed mode, lead to that the fixity can be weak even impaired completely.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a prefabricated steel structure house connecting node to solve the problems in the background technology.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides an assembled steel structure house connected node, includes the steel framework, steel framework right side central point puts the department longitudinal symmetry and is equipped with two installation steel sheets, two it has the steel framework roof beam to install the steel sheet inboard and vertically run through the grafting through hexagon socket head cap screw, the steel framework roof beam comprises H shape girder steel and spliced pole, the steel framework surface is inserted through the spacing groove symmetry and is equipped with two joint subassemblies, the joint subassembly comprises joint board, fixed part, stopper and to the perforation, the steel framework upper surface has the reinforcement subassembly through the horizontal through connection of bolt with the corresponding position department of joint subassembly, the reinforcement subassembly is by crimping board and backup pad.
Preferably, the position department that the steel framework is close to H shape girder steel avris is provided with the inclined plane, just interval is the maximum allowable width of deformation between the biggest angle of inclination of H shape girder steel inclined plane and the crimping board, and when the H shape girder steel was crooked to the biggest angle, the inclined plane of H shape girder steel was supported to the backup pad, made H shape girder steel avris tensile, avoided the direct bending rupture of H shape girder steel.
Preferably, the H shape girder steel is close steel framework one side central point and puts the department and be connected with the spliced pole, the steel framework right side has the spliced pole through the through-hole grafting, just the spliced pole left side is equipped with elastic gasket, elastic gasket is ring shape structure, just elastic gasket external diameter and steel framework surface through-hole internal diameter looks adaptation, elastic gasket's elasticity makes the H shape girder steel receive the power of righting always, ensures H shape girder steel installation's stability.
Preferably, joint board and fixed part combination form L shape structure, the steel framework surface has the joint board through spacing groove gomphosis, just the joint board surface has been seted up to the perforation, be provided with the multiunit to the perforation, the joint board runs through the bolt and fixes at the steel framework spacing inslot portion to the perforation.
Preferably, the fixed part inboard is provided with the stopper, the constant head tank of adaptation with it is seted up in the H shape girder steel outside and the corresponding position department of stopper, just inside the embedding stopper of constant head tank, through stopper embedding constant head tank inside, the structural design of stopper is consolidated the upper and lower stability of H shape girder steel.
Preferably, the crimping board runs through the steel framework through the bolt and installs in the steel framework top to the perforation, the crimping board comprises a long slab and a bending plate, just the rectangle recess has been seted up on the long slab surface, the internal diameter of rectangle recess blocks steel framework surface spacing groove open-ended position through the crimping board with the external diameter looks adaptation of fixed part, has guaranteed the stability of joint board.
Preferably, the crimping board right side is provided with the backup pad with the corresponding position department in H shape girder steel inclined plane, just the backup pad erects the cross-section and is the trapezium structure, supports the slope limit of H shape girder steel through the backup pad, avoids H shape girder steel bending fracture.
The utility model has at least the following beneficial effects:
through the use of joint subassembly and reinforcement assembly, realize the reinforcement of steel framework and steel framework beam connection, thereby make the fixed part consolidate the stability about H shape girder steel through the joint integrated circuit board coupling in the spacing inslot portion of steel framework, the design of stopper consolidates the upper and lower stability of H shape girder steel, it locks each other with the joint subassembly to consolidate the subassembly, the stability of steel construction equipment has been improved, through being provided with resilient pads and spliced pole, resilient pads extrudees each other with the through-hole of steel framework, make H shape girder steel receive the power of controlling always, guarantee H shape girder steel installation's stability, provide the buffering through resilient pads, when making H shape girder steel receive external power or the power of expending with heat and contracting with cold, can cushion H shape girder steel.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic perspective view of an H-shaped steel beam and a clamping assembly according to the present invention;
FIG. 3 is a perspective view of the H-shaped steel beam and the reinforcement assembly of the present invention;
FIG. 4 is a perspective view of the reinforcement assembly and clamping assembly of the present invention;
fig. 5 is a perspective view of the present invention with the steel plate and the elastic pad mounted.
In the figure: 1. a steel framework; 2. installing a steel plate; 3. a steel frame beam; 31. an H-shaped steel beam; 32. connecting columns; 33. positioning a groove; 4. a clamping assembly; 41. a clamping and connecting plate; 42. a fixed part; 43. a limiting block; 44. perforating; 5. a reinforcement assembly; 51. a pressure welding plate; 52. a support plate; 6. an elastic pad.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
Referring to fig. 1-5, an assembled steel structure house connected node, including steel framework 1, steel framework 1 right side central point department of putting up-and-down symmetry is equipped with two installation steel sheets 2, two installation steel sheet 2 inboards have been vertically run through the grafting through hexagon socket head cap screw and have steel frame girder 3, steel frame girder 3 comprises H shaped steel beam 31 and spliced pole 32, steel framework 1 surface is inserted through spacing groove symmetry and is equipped with two joint subassemblies 4, joint subassembly 4 comprises joint board 41, fixed part 42, stopper 43 and to perforating 44, steel framework 1 upper surface and the corresponding position department of joint subassembly 4 have reinforcement assembly 5 through the horizontal through connection of bolt, reinforcement assembly 5 is by crimping board 51 and backup pad 52.
Specifically, the position of the side of the H-shaped steel beam 31 close to the steel frame 1 is provided with an inclined surface, the distance between the maximum inclined angle of the inclined surface of the H-shaped steel beam 31 and the crimping plate 51 is the maximum allowable deformation width, the distance between the inclined surface of the H-shaped steel beam 31 and the crimping plate 51 is the allowable deformation width, when the H-shaped steel beam 31 is stressed to bend to one side, the flexible force of the H-shaped steel beam 31 can be effectively displayed, when the H-shaped steel beam 31 is bent to the maximum angle, the inclined surface of the H-shaped steel beam 31 is supported by the support plate 52, meanwhile, the limiting block 43 is clamped inside the positioning groove 33, the force borne by the bent H-shaped steel beam 31 is dispersed to the whole device, and the risk of breakage of the H-shaped steel beam 31 is reduced.
Further, H shaped steel roof beam 31 is close to 1 one side central point of steel framework and puts the department and be connected with spliced pole 32, 1 right side of steel framework is pegged graft through the through-hole and is had spliced pole 32, and spliced pole 32 left side is equipped with resilient pads 6, resilient pads 6 are ring shape structure, and resilient pads 6 external diameter and 1 surperficial through-hole internal diameter looks adaptation of steel framework, when H shaped steel roof beam 31 docks with steel framework 1, spliced pole 32 is inserted inside the through-hole of establishing 1 surperficial steel framework, spliced pole 32 extrudees resilient pads 6, resilient pads 6's elasticity makes H shaped steel roof beam 31 receive the power of righting always, the stability of guarantee H shaped steel roof beam 31 installation, provide the buffering through resilient pads 6, when making H shaped steel roof beam 31 receive external power or the expend with heat and contract with cold power, can cushion H shaped steel roof beam 31.
Still further, joint board 41 and fixed part 42 combination form L shape structure, 1 surface of steel framework has joint board 41 through the spacing groove gomphosis, and joint board 41 surface has been seted up to perforation 44, be provided with the multiunit to perforation 44, joint board 41 runs through to perforation 44 through the bolt and fixes at 1 spacing inslot portion of steel framework, fixed part 42 inboard is provided with stopper 43, the constant head tank 33 of adaptation with it is seted up with the corresponding position department in stopper 43 in the H shape girder steel 31 outside, and the inside embedding stopper 43 of constant head tank 33, through stopper 43 embedding constant head tank 33 inside, the structural design of stopper 43 consolidates H shape girder steel 31's upper and lower stability, reinforcement assembly 5 and joint assembly 4 lock each other, the stability of steel construction equipment has been improved.
It is worth noting that crimping board 51 runs through steel framework 1 through the bolt and installs in steel framework 1 top to perforation 44, crimping board 51 comprises a long slab and a bending plate, and the long slab surface has seted up the rectangle recess, the internal diameter of rectangle recess and the external diameter looks adaptation of fixed part 42, block steel framework 1 surface spacing groove open-ended position through crimping board 51, the stability of joint board 41 has been guaranteed, prevent joint board 41 roll-off steel framework 1's spacing inslot portion, the long slab limit rectangle recess of crimping board 51 and the mutual joint of fixed part 42 simultaneously, thereby consolidate stably fixed part 42.
In addition, the right side of the pressure welding plate 51 is provided with a supporting plate 52 at a position corresponding to the inclined plane of the H-shaped steel beam 31, the vertical section of the supporting plate 52 is of a trapezoidal structure, the inclined edge of the H-shaped steel beam 31 is supported by the supporting plate 52, the H-shaped steel beam 31 is supported after the H-shaped steel beam 31 is stressed and bent, the H-shaped steel beam 31 is prevented from being too high in rigidity strength and broken when being bent to the maximum angle of the elastic coefficient, and the H-shaped steel beam 31 is supported and reinforced to a certain extent.
The foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are merely illustrative of the principles of the utility model, but that various changes and modifications may be made without departing from the spirit and scope of the utility model, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (7)
1. An assembled steel structure house connecting node comprises a steel framework (1) and is characterized in that, two mounting steel plates (2) are symmetrically arranged at the center of the right side of the steel framework (1) from top to bottom, steel framework beams (3) are longitudinally inserted and spliced at the inner sides of the two mounting steel plates (2) through hexagon socket head cap screws, the steel frame beam (3) consists of an H-shaped steel beam (31) and a connecting column (32), two clamping components (4) are symmetrically inserted into the surface of the steel framework (1) through limiting grooves, the clamping component (4) consists of a clamping plate (41), a fixing part (42), a limiting block (43) and a pair of through holes (44), the upper surface of the steel framework (1) is transversely connected with a reinforcing component (5) through a bolt at a position corresponding to the clamping component (4), the reinforcement assembly (5) is composed of a crimping plate (51) and a support plate (52).
2. An assembled steel residential connection node according to claim 1, wherein the side of the H-shaped steel beam (31) is provided with an inclined surface at a position close to the steel frame (1), and the distance between the maximum inclined angle of the inclined surface of the H-shaped steel beam (31) and the crimp plate (51) is the maximum allowable deformation width.
3. The assembled steel structure house connecting node as claimed in claim 2, wherein the connecting column (32) is connected to the H-shaped steel beam (31) near the center of one side of the steel frame (1), the connecting column (32) is inserted into the right side of the steel frame (1) through a through hole, the elastic gasket (6) is arranged on the left side of the connecting column (32), the elastic gasket (6) is in a circular ring structure, and the outer diameter of the elastic gasket (6) is matched with the inner diameter of the through hole on the surface of the steel frame (1).
4. The assembled steel-structure residential connecting joint according to claim 1, wherein the clamping plate (41) and the fixing portion (42) are combined to form an L-shaped structure, the clamping plate (41) is embedded in the surface of the steel framework (1) through a limiting groove, the surface of the clamping plate (41) is provided with a pair of through holes (44), the pair of through holes (44) are provided with multiple groups, and the clamping plate (41) is fixed inside the limiting groove of the steel framework (1) through a bolt penetrating through the pair of through holes (44).
5. The assembled steel-structure house connecting node according to claim 4, wherein a stopper (43) is disposed inside the fixing portion (42), a positioning groove (33) adapted to the stopper (43) is formed at a position corresponding to the stopper (43) outside the H-shaped steel beam (31), and the stopper (43) is embedded inside the positioning groove (33).
6. An assembled steel residential connection node according to claim 1, wherein the crimping plate (51) is installed above the steel frame (1) by passing through the steel frame (1) and aligning the through holes (44) with bolts, the crimping plate (51) is composed of a long plate and a bending plate, and the surface of the long plate is provided with a rectangular groove, and the inner diameter of the rectangular groove is matched with the outer diameter of the fixing part (42).
7. An assembled steel-structure house connecting node according to claim 6, characterized in that a support plate (52) is arranged at the right side of the crimping plate (51) corresponding to the inclined surface of the H-shaped steel beam (31), and the vertical section of the support plate (52) is in a trapezoidal structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121868487.7U CN215926277U (en) | 2021-08-11 | 2021-08-11 | Assembled steel structure house connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121868487.7U CN215926277U (en) | 2021-08-11 | 2021-08-11 | Assembled steel structure house connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215926277U true CN215926277U (en) | 2022-03-01 |
Family
ID=80422486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121868487.7U Active CN215926277U (en) | 2021-08-11 | 2021-08-11 | Assembled steel structure house connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215926277U (en) |
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2021
- 2021-08-11 CN CN202121868487.7U patent/CN215926277U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 311200 room 1701, unit 2, Guotai science and technology building, No. 479, Minhe Road, ningwei street, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Carbon Silver Digital Smart Green Energy Technology Co.,Ltd. Country or region after: China Address before: 311200 room 1701, unit 2, Guotai science and technology building, No. 479, Minhe Road, ningwei street, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG TANYIN INTERNET TECHNOLOGY Co.,Ltd. Country or region before: China |
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| CP03 | Change of name, title or address |