CN115324234A - Assembled steel construction building steel tube bundle combination wall - Google Patents
Assembled steel construction building steel tube bundle combination wall Download PDFInfo
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- CN115324234A CN115324234A CN202211069049.3A CN202211069049A CN115324234A CN 115324234 A CN115324234 A CN 115324234A CN 202211069049 A CN202211069049 A CN 202211069049A CN 115324234 A CN115324234 A CN 115324234A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 212
- 239000010959 steel Substances 0.000 title claims abstract description 212
- 238000010276 construction Methods 0.000 title claims description 9
- 239000002131 composite material Substances 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 230000002349 favourable effect Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to the field of assembly type buildings, and particularly relates to an assembly type steel structure building steel pipe bundle combined wall. The technology comprises a steel pipe bundle wall body, wherein a plurality of lining guide pipes are arranged at the top end of the steel pipe bundle wall body; a plurality of floor slab support structure groups are arranged on the side wall of the steel pipe bundle wall body at intervals along the vertical direction, each floor slab support structure group comprises a plurality of floor slab support structures arranged at intervals along the transverse direction, and one floor slab support structure group is positioned at the top end of the steel pipe bundle wall body; the lining guide pipe at the top end of the steel pipe bundle wall body is fixedly connected with the floor slab supporting structure at the top end of the steel pipe bundle wall body. This steel-pipe bundle composite wall sets up a plurality of inside lining pipes on the top of steel-pipe bundle wall body, can be convenient for upper steel-pipe bundle wall body align to install, can improve steel-pipe bundle composite wall upper and lower section connection structure intensity and the anti deformability of junctor, be equipped with a plurality of floor bearing structures along vertical direction and transverse arrangement at the lateral wall of steel-pipe bundle wall body, can be convenient for install and support the floor truss, be favorable to improving the structural strength of floor.
Description
Technical Field
The invention belongs to the field of assembly type buildings, and particularly relates to an assembly type steel structure building steel pipe bundle combined wall.
Background
The assembled building is the main direction of the development of the current building industry, the steel pipe bundle combined wall structure belongs to one kind of assembled structure, and is a novel building structure system, has the advantages of pressure resistance, stability and deformation resistance in practical application, and is increasingly applied to high-rise, super-high-rise, large-span and other building types. The steel pipe bundle combined wall mainly comprises a steel pipe bundle wall body and a concrete sandwich layer, wherein the steel pipe bundle wall body is formed by welding and processing a plurality of steel pipe bundles in a factory into a straight-line-shaped, L-shaped, T-shaped, Z-shaped and other shaped wall body, and the concrete sandwich layer is formed by pouring concrete in the steel pipe bundles on a construction site.
The patent with the publication number of CN206815592U provides a novel wall body and a steel tube bundle combined structure building system, wherein the upper section and the lower section of the steel tube bundle combined wall are mutually connected by welding a connecting piece on the side wall of the connecting part and penetrating bolts, the connecting structure is weak, the structural strength of the connecting joint is low, and the deformation resistance is poor; the patent with publication number CN205617606U proposes an assembly type steel tube bundle concrete shear wall structure system, which indicates that the steel tube bundle composite wall of the existing building body is divided into a plurality of sections in the height direction, each section has a typical height of 9 meters, that is, the height corresponds to about three building floors, when building a floor slab on a construction site, a plurality of layers of floor slab trusses are arranged at intervals along the vertical direction of the steel tube bundle composite wall, and the existing steel tube bundle composite wall lacks a connecting structure and a supporting structure with the floor slab trusses, so that the structural strength of the floor slab is lower.
Disclosure of Invention
According to the defects in the prior art, the technical problems to be solved by the invention are as follows: the utility model provides an assembled steel construction building steel pipe bundle composite wall, set up a plurality of inside lining pipes on the top of steel pipe bundle wall body, be convenient for install upper steel pipe bundle wall body, improved steel pipe bundle composite wall upper and lower section connection structure intensity and the antinode resistance to deformation ability, be equipped with a plurality of floor bearing structures along vertical direction and transverse arrangement at the lateral wall of steel pipe bundle wall body, be convenient for install and support the floor truss, be favorable to improving the structural strength of floor.
The assembled steel structure building steel pipe bundle combined wall comprises a steel pipe bundle wall body, wherein a plurality of lining guide pipes are arranged at the top end of the steel pipe bundle wall body, and the bottom of each lining guide pipe is arranged inside the steel pipe bundle wall body;
a plurality of floor slab support structure groups are arranged on the side wall of the steel pipe bundle wall body at intervals along the vertical direction, each floor slab support structure group comprises a plurality of floor slab support structures arranged at intervals along the transverse direction, and one floor slab support structure group is positioned at the top end of the steel pipe bundle wall body; the floor slab supporting structure is fixedly connected with the steel pipe bundle wall body and used for installing and supporting a floor slab truss;
the lining guide pipe at the top end of the steel pipe bundle wall body is fixedly connected with the floor slab supporting structure at the top end of the steel pipe bundle wall body.
Further, the steel tube bundle wall comprises a plurality of U-shaped convex bottom steel tubes which are arranged and welded into a linear wall; the cross section of the U-shaped convex bottom steel pipe is U-shaped, and the U-shaped bottom of the U-shaped convex bottom steel pipe is provided with an outward convex part.
Further, the floor slab supporting structure comprises a supporting plate and a connecting plate; one end of the supporting plate is connected with the side wall of the connecting plate, and the supporting plate is vertical to the connecting plate; the connecting plate is fixedly connected with the side wall of the steel pipe bundle wall body.
Furthermore, a plurality of ribbed plates are arranged between the top end face of the supporting plate and the side wall of the connecting plate.
Furthermore, each floor slab supporting structure in the floor slab supporting structure group at the top end of the steel tube bundle wall body is arranged on the side wall of the top end of the U-shaped convex bottom steel tube; the lining guide pipe is welded and fixed with a connecting plate of a floor slab supporting structure at the top end of the U-shaped convex bottom steel pipe, and the top end face of the connecting plate is flush with the top end face of the U-shaped convex bottom steel pipe.
Furthermore, the connecting plate of the floor slab supporting structure at the top end of the steel pipe bundle wall body is fixedly welded with the U-shaped convex bottom steel pipe, or the connecting plate of the floor slab supporting structure at the top end of the steel pipe bundle wall body is fixedly connected with the U-shaped convex bottom steel pipe through the bolt inserting holes and the bolt and nut assemblies.
Furthermore, each floor supporting structure in the floor supporting structure group between the top end and the bottom end of the steel pipe bundle wall body is installed on the side wall of the U-shaped convex bottom steel pipe, the rear side wall of the connecting plate of each floor supporting structure is provided with a plurality of T-shaped hanging plates, the side wall of the U-shaped convex bottom steel pipe at the connecting plate installation position is provided with a slot which is convenient for the T-shaped hanging plates to be inserted into the U-shaped convex bottom steel pipe, the side wall of the boss of the U-shaped convex bottom steel pipe at the connecting plate installation position is provided with a T-shaped clamping groove, and the T-shaped hanging plates can stretch into the slot and are clamped into the T-shaped clamping groove to be hooked on the inner side wall of the boss of the U-shaped convex bottom steel pipe.
Furthermore, the connecting plate of the floor slab supporting structure between the top end and the bottom end of the steel pipe bundle wall body is fixedly welded with the U-shaped convex bottom steel pipe, or the connecting plate of the floor slab supporting structure between the top end and the bottom end of the steel pipe bundle wall body is fixedly connected with the U-shaped convex bottom steel pipe through the bolt inserting holes and the bolt and nut assemblies.
Compared with the prior art, the invention has the following beneficial effects:
this steel-pipe bundle composite wall sets up a plurality of inside lining pipes on the top of steel-pipe bundle wall body, can be convenient for upper steel-pipe bundle wall body align to install, can improve steel-pipe bundle composite wall upper and lower section connection structure intensity and the anti deformability of junctor, be equipped with a plurality of floor bearing structures along vertical direction and transverse arrangement at the lateral wall of steel-pipe bundle wall body, can be convenient for install and support the floor truss, be favorable to improving the structural strength of floor.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a front view of the present invention;
FIG. 3 isbase:Sub>A partial schematic view ofbase:Sub>A cross-sectional structure taken along the line A-A in FIG. 2;
FIG. 4 is a partial schematic view of the cross-sectional structure taken along the line B-B in FIG. 2;
FIG. 5 is a partial schematic view of the cross-sectional structure taken along the direction C-C in FIG. 2;
FIG. 6 is a schematic illustration of an explosive structure according to the present invention;
FIG. 7 is a schematic view of a portion of the structure shown at D in FIG. 6;
FIG. 8 is a schematic view of a portion of the structure of FIG. 6 at E;
names of components in the drawings: 1. the steel tube bundle wall comprises a steel tube bundle wall body 1.1, slots 1.2, T-shaped clamping grooves 1.3, square steel tubes 1.4, U-shaped convex bottom steel tubes 1.5, U-shaped flat bottom steel tubes 1.6, grooves 2, floor supporting structures 2.1, rib plates 2.2, supporting plates 2.3, connecting plates 2.4, T-shaped hanging plates 3, bolt jacks 4, lining guide tubes 5 and bolt and nut assemblies.
Detailed Description
The present invention is further described in the following detailed description with reference to the drawings, but the invention is not limited thereto, and any modifications, equivalents, improvements and the like within the spirit and principle of the present invention should be included in the scope of the present invention.
Example 1
The assembled steel structure building steel pipe bundle combined wall comprises a steel pipe bundle wall body 1, wherein a plurality of lining guide pipes 4 are arranged at the top end of the steel pipe bundle wall body 1, the bottom of each lining guide pipe 4 is arranged inside the steel pipe bundle wall body 1, when the upper layer steel pipe bundle wall body 1 is installed, the bottom of the upper layer steel pipe bundle wall body 1 is aligned with the lining guide pipes 4, the upper layer steel pipe bundle wall body 1 descends, the top of each lining guide pipe 4 is inserted into the upper layer steel pipe bundle wall body 1, after concrete is poured into the steel pipe bundle wall body 1, the lining guide pipes 4 are connected with the upper layer steel pipe bundle wall body 1, the lower layer steel pipe bundle wall body 1 and a concrete sandwich layer into a whole, the strength of a connecting structure of the upper layer steel pipe bundle wall body 1 and the lower layer steel pipe bundle wall body 1 can be improved, and the deformation resistance of a connecting node can be improved;
a plurality of floor slab supporting structure groups are arranged on the side wall of the steel pipe bundle wall body 1 at intervals along the vertical direction, each floor slab supporting structure group comprises a plurality of floor slab supporting structures 2 arranged at intervals along the transverse direction, and one floor slab supporting structure group is positioned at the top end of the steel pipe bundle wall body 1; the floor slab supporting structure 2 is fixedly connected with the steel pipe bundle wall body 1, specifically, the floor slab supporting structure 2 and the steel pipe bundle wall body 1 can be welded and fixed or fixedly connected through a bolt and nut assembly 5, and the floor slab supporting structure 2 is used for installing and supporting a floor slab truss;
the lining guide pipe 4 at the top end of the steel pipe bundle wall body 1 is fixedly connected with the floor slab supporting structure 2 at the top end of the steel pipe bundle wall body 1, and specifically, the lining guide pipe 4 can be welded, fixed or integrally formed so as to realize the installation of the lining guide pipe 4;
further, the floor slab supporting structures 2 installed on the side walls of the steel pipe bundle wall body 1 are arranged in a matrix mode in the transverse direction and the vertical direction, the structure is neat and orderly, and standard installation is facilitated.
In the construction process of the steel pipe bundle composite wall, a steel pipe bundle wall body 1 is prefabricated and processed in a factory, the steel pipe bundle wall body 1 is installed on site, a floor slab supporting structure 2 and a lining guide pipe 4 are installed on the steel pipe bundle wall body 1 on site, and concrete is cast in situ in the steel pipe bundle wall body 1 to form a concrete sandwich layer; when the upper-layer steel pipe bundle wall body 1 is installed, the upper-layer steel pipe bundle wall body 1 is hoisted, the bottom of the upper-layer steel pipe bundle wall body 1 is aligned with the top of the lower-layer steel pipe bundle wall body 1, when the upper-layer steel pipe bundle wall body 1 falls, a lining guide pipe 4 at the top of the lower-layer steel pipe bundle wall body 1 is ensured to be inserted into the upper-layer steel pipe bundle wall body 1, butt joint is completed, the lining guide pipe 4 is connected with the upper-layer steel pipe bundle wall body 1 and the lower-layer steel pipe bundle wall body 1, and the connecting structure strength of the upper-layer and lower-layer steel pipe bundle wall bodies of the steel pipe bundle wall bodies and the deformation resistance of connecting nodes can be improved; when the floor slab is poured, the end part of the floor slab truss is arranged on the floor slab supporting structure 2 on the side wall of the steel pipe bundle wall body 1, and the floor slab supporting structure 2 supports the floor slab truss, so that the structural strength of the floor slab is improved; it should be noted that in the building structure system, what mainly bears the floor is a beam-column structure, and the steel pipe bundle composite wall is provided with the floor support structure 2 on the steel pipe bundle wall body 1 for assisting in supporting the floor, so as to enhance the structural strength of the floor, and it is clear that the floor support structure 2 is not the only bearing unit of the floor; the steel pipe bundle combined wall is suitable for a building structure system with a multi-layer structure, and the steel pipe bundle wall body 1 is suitable for being used as a non-bearing wall or made of non-deformable steel, so that the building structure system reaches the industrial standard.
Example 2
In this embodiment, the technology is further explained, as shown in fig. 5, the steel tube bundle wall 1 includes a plurality of U-shaped convex bottom steel tubes 1.4, and the plurality of U-shaped convex bottom steel tubes 1.4 are arranged and welded into a linear wall; the cross section of the U-shaped convex bottom steel pipe 1.4 is U-shaped, and the U-shaped bottom is provided with an outward bulge, specifically, the bulge is U-shaped; according to the steel tube bundle wall body 1 with the structure, the bulge part of one U-shaped convex bottom steel tube 1.4 extends to the inner side of the other U-shaped convex bottom steel tube 1.4 between two adjacent U-shaped convex bottom steel tubes 1.4, so that the lateral rigidity of the steel tube bundle wall body 1 can be improved;
further, the steel tube bundle wall body 1 further comprises a square steel tube 1.3 and a U-shaped flat-bottom steel tube 1.5, and the square steel tube 1.3 and the U-shaped flat-bottom steel tube 1.5 are arranged at two ends of the in-line wall body; the cross section of the square steel tube 1.3 is square, and the cross section of the U-shaped flat-bottom steel tube 1.5 is U-shaped; between adjacent U-shaped convex bottom steel pipe 1.4 and U-shaped flat bottom steel pipe 1.5, the protruding part of U-shaped convex bottom steel pipe 1.4 extends to the inboard of U-shaped flat bottom steel pipe 1.5, can improve the lateral rigidity of U-shaped convex bottom steel pipe 1.4 and U-shaped flat bottom steel pipe 1.5 junction.
Example 3
The present embodiment further illustrates the technique, as shown in fig. 3 and 4, the floor slab supporting structure 2 includes a supporting plate 2.2 and a connecting plate 2.3; one end of the supporting plate 2.2 is connected with the side wall of the connecting plate 2.3, and the supporting plate 2.2 is vertical to the connecting plate 2.3, and specifically, the supporting plate can be welded, fixed or integrally formed; the connecting plate 2.3 is fixedly connected with the side wall of the steel pipe bundle wall body 1, and when the floor slab truss is installed, the end part of the floor slab truss is installed on the supporting plate 2.2, so that the structural strength of the floor slab is improved.
Example 4
In this embodiment, as shown in fig. 3 and 4, a plurality of ribs 2.1 are disposed between the top end surface of the supporting plate 2.2 and the side wall of the connecting plate 2.3, and the ribs 2.1 can improve the structural strength between the supporting plate 2.2 and the connecting plate 2.3.
Example 5
In this embodiment, as shown in fig. 1 to 7, each floor support structure 2 in the floor support structure group at the top end of the steel tube bundle wall 1 is installed on the top end side wall of the U-shaped convex bottom steel tube 1.4; the lining guide pipe 4 is welded and fixed with a connecting plate 2.3 of the floor slab supporting structure 2 at the top end of the U-shaped convex bottom steel pipe 1.4, and the top end face of the connecting plate 2.3 is flush with the top end face of the U-shaped convex bottom steel pipe 1.4;
further, connect the billet through setting up between inside lining pipe 4 and the connecting plate 2.3 and weld integratively, the top lateral wall of the protruding end steel pipe of U-shaped 1.4 is equipped with recess 1.6, connect in the billet card goes into recess 1.6 during the installation, make the top face of connecting plate 2.3 flush with the top face of the protruding end steel pipe of U-shaped 1.4, ensure in close contact with between the upper and lower floor's steel pipe bundle wall body 1, connecting plate 2.3 is through connecting the billet hook on the protruding end steel pipe of U-shaped 1.4, can improve the steadiness of connecting plate 2.3.
Example 6
In this embodiment, as shown in fig. 1 to 7, the connection plate 2.3 of the floor slab support structure 2 at the top end of the steel tube bundle wall 1 and the U-shaped convex bottom steel tube 1.4 are welded and fixed, so that the connection is stable and firm, and the U-shaped convex bottom steel tube 1.4 is not damaged; or as another preferable mode, the connecting plate 2.3 of the floor slab supporting structure 2 at the top end of the steel tube bundle wall body 1 is fixedly connected with the U-shaped convex bottom steel tube 1.4 through the bolt inserting hole 3 and the bolt nut component 5, and the bolt penetrates through the bottom of the lining guide tube 4 to connect the lining guide tube 4, the connecting plate 2.3 and the U-shaped convex bottom steel tube 1.4 into a whole, so that the connecting structure has high stability;
furthermore, when the upper and lower steel pipe bundle walls 1 are installed, the top of the lining guide pipe 4 is fixedly connected with the U-shaped convex bottom steel pipe 1.4 of the upper steel pipe bundle wall 1 through the bolt insertion hole 3 and the bolt and nut component 5.
Example 7
In this embodiment, as shown in fig. 1 to fig. 6 and fig. 8, each floor slab supporting structure 2 in the floor slab supporting structure group between the top end and the bottom end of the steel tube bundle wall 1 is installed on the side wall of the U-shaped convex bottom steel tube 1.4, and the rear side wall of the connecting plate 2.3 of each floor slab supporting structure 2 is provided with a plurality of T-shaped hanging plates 2.4, the side wall of the U-shaped convex bottom steel tube 1.4 at the installation position of the connecting plate 2.3 is provided with a slot 1.1 for the T-shaped hanging plate 2.4 to be inserted into the U-shaped convex bottom steel tube 1.4, the side wall of the convex part of the U-shaped convex bottom steel tube 1.4 at the installation position of the connecting plate 2.3 is provided with a T-shaped slot 1.2, the T-shaped hanging plate 2.4 can extend into the slot 1.1 and be hooked into the T-shaped slot 1.2 to be hung on the inner side wall of the convex bottom steel tube 1.4 to form a constraint, and the connecting plate 2.3 is installed, and the fixing and the connecting plate 2.3 is connected in a manner to improve the installation structural stability of the floor slab supporting structure 2.
Example 8
In this embodiment, as shown in fig. 1 to 6 and 8, a connecting plate 2.3 of a floor slab supporting structure 2 between the top end and the bottom end of a steel tube bundle wall 1 and a U-shaped convex bottom steel tube 1.4 are welded and fixed, so as to enhance the stability of the connecting structure and improve the bearing capacity of the floor slab supporting structure 2; or as another preferred mode, the connecting plate 2.3 of the floor slab supporting structure 2 between the top end and the bottom end of the steel tube bundle wall body 1 is fixedly connected with the U-shaped convex bottom steel tube 1.4 through the bolt inserting hole 3 and the bolt and nut assembly 5, the connecting plate 2.3 is connected with the U-shaped convex bottom steel tube 1.4 into a whole, and the connecting structure is high in stability; specifically, the connecting plate 2.3 is hung and installed on the side wall of the U-shaped convex bottom steel pipe 1.4 through the T-shaped hanging plate 2.4, and then the connecting plate 2.3 is welded and fixed or fixed through the bolt insertion hole 3.
Claims (8)
1. The utility model provides an assembled steel construction building steel tube bundle combination wall, includes steel tube bundle wall body (1), its characterized in that: the top end of the steel pipe bundle wall body (1) is provided with a plurality of lining guide pipes (4), and the bottom of each lining guide pipe (4) is arranged inside the steel pipe bundle wall body (1);
a plurality of floor slab supporting structure groups are installed on the side wall of the steel pipe bundle wall body (1) at intervals along the vertical direction, each floor slab supporting structure group comprises a plurality of floor slab supporting structures (2) arranged at intervals along the transverse direction, and one floor slab supporting structure group is located at the top end of the steel pipe bundle wall body (1); the floor slab supporting structure (2) is fixedly connected with the steel pipe bundle wall body (1), and the floor slab supporting structure (2) is used for installing and supporting a floor slab truss;
the lining guide pipe (4) at the top end of the steel pipe bundle wall body (1) is fixedly connected with the floor slab supporting structure (2) at the top end of the steel pipe bundle wall body (1).
2. The assembly type steel structure construction steel pipe bundle combination wall according to claim 1, wherein: the steel tube bundle wall body (1) comprises a plurality of U-shaped convex bottom steel tubes (1.4), and the U-shaped convex bottom steel tubes (1.4) are arranged and welded into a linear wall body; the cross section of the U-shaped convex bottom steel pipe (1.4) is U-shaped, and the U-shaped bottom is provided with an outward bulge.
3. The assembled steel structure building steel tube bundle composite wall according to claim 2, wherein: the floor slab supporting structure (2) comprises a supporting plate (2.2) and a connecting plate (2.3); one end of the supporting plate (2.2) is connected with the side wall of the connecting plate (2.3), and the supporting plate (2.2) is vertical to the connecting plate (2.3); the connecting plate (2.3) is fixedly connected with the side wall of the steel pipe bundle wall body (1).
4. The assembled steel structure building steel tube bundle composite wall according to claim 3, wherein: a plurality of ribbed slabs (2.1) are arranged between the top end face of the supporting plate (2.2) and the side wall of the connecting plate (2.3).
5. The assembly type steel structure construction steel pipe bundle combination wall according to claim 3, wherein: each floor slab supporting structure (2) in the floor slab supporting structure group at the top end of the steel pipe bundle wall body (1) is arranged on the side wall of the top end of the U-shaped convex bottom steel pipe (1.4); the lining guide pipe (4) is welded and fixed with a connecting plate (2.3) of the floor slab supporting structure (2) at the top end of the U-shaped convex bottom steel pipe (1.4), and the top end face of the connecting plate (2.3) is flush with the top end face of the U-shaped convex bottom steel pipe (1.4).
6. The assembly type steel structure construction steel pipe bundle combination wall according to claim 5, wherein: the connecting plate (2.3) of the floor slab supporting structure (2) at the top end of the steel pipe bundle wall body (1) is fixedly welded with the U-shaped convex bottom steel pipe (1.4), or the connecting plate (2.3) of the floor slab supporting structure (2) at the top end of the steel pipe bundle wall body (1) is fixedly connected with the U-shaped convex bottom steel pipe (1.4) through the bolt insertion hole (3) and the bolt and nut component (5).
7. The assembled steel structure building steel tube bundle composite wall according to claim 3, wherein: each floor supporting structure (2) in the floor supporting structure group between the top end and the bottom end of the steel pipe bundle wall body (1) is installed on the side wall of the U-shaped convex bottom steel pipe (1.4), the rear side wall of the connecting plate (2.3) of each floor supporting structure (2) is provided with a plurality of T-shaped hanging plates (2.4), the side wall of the U-shaped convex bottom steel pipe (1.4) at the installation position of the connecting plate (2.3) is provided with a slot (1.1) convenient for the T-shaped hanging plate (2.4) to be inserted into the U-shaped convex bottom steel pipe (1.4), the side wall of the convex part of the U-shaped convex bottom steel pipe (1.4) at the installation position of the connecting plate (2.3) is provided with a T-shaped clamping groove (1.2), and the T-shaped hanging plate (2.4) can stretch into the slot (1.1) and is clamped into the T-shaped clamping groove (1.2) and then is hooked on the inner side wall of the convex part of the convex bottom steel pipe (1.4).
8. The assembled steel structure building steel tube bundle composite wall according to claim 7, wherein: the connecting plate (2.3) of the floor slab supporting structure (2) between the top end and the bottom end of the steel tube bundle wall body (1) is fixedly welded with the U-shaped convex bottom steel tube (1.4), or the connecting plate (2.3) of the floor slab supporting structure (2) between the top end and the bottom end of the steel tube bundle wall body (1) is fixedly connected with the U-shaped convex bottom steel tube (1.4) through the bolt insertion hole (3) and the bolt and nut assembly (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211069049.3A CN115324234B (en) | 2022-09-02 | 2022-09-02 | Assembled steel construction building steel tube bundle composite wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211069049.3A CN115324234B (en) | 2022-09-02 | 2022-09-02 | Assembled steel construction building steel tube bundle composite wall |
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| CN115324234A true CN115324234A (en) | 2022-11-11 |
| CN115324234B CN115324234B (en) | 2023-11-24 |
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