CN210421424U - Assembled steel structure building - Google Patents
Assembled steel structure building Download PDFInfo
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- CN210421424U CN210421424U CN201920729235.2U CN201920729235U CN210421424U CN 210421424 U CN210421424 U CN 210421424U CN 201920729235 U CN201920729235 U CN 201920729235U CN 210421424 U CN210421424 U CN 210421424U
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Abstract
The utility model provides an assembled steel construction building belongs to the construction field. The assembly type steel structure building comprises a steel frame supporting structure, a steel bar truss floor bearing plate, a wall body and an outer enclosure, wherein the steel frame supporting structure is divided into a plurality of layers, and any layer of steel frame supporting structure comprises a plurality of columns arranged at intervals, a plurality of beams and a plurality of inclined struts. One end of each column is fixed, the other end of each column is higher than one end of each column, a beam is arranged between the other ends of the columns, and the inclined struts are arranged between the columns and the beams. The steel bar truss floor support plate comprises a plate body and a bottom die, the bottom die is detachably connected with the plate body, and the beam is connected with the plate body. The wall body comprises an ALC plate, and the ALC plate is enclosed on the column. The periphery protector comprises a keel and a heat-insulation and decoration integrated plate, and the heat-insulation and decoration integrated plate is connected with the keel; the keel is connected with the steel frame support structure, or the keel is connected with the ALC board. The utility model discloses the problem that each item structure of assembly residential building lacks the system among the prior art combs and then is unfavorable for promoting has been improved.
Description
Technical Field
The utility model relates to a construction technical field particularly, relates to an assembled steel construction building.
Background
At present, the country is popularizing the assembly type steel structure building, the demand of the assembly type steel structure building in the field of residences is large, the market range is wide, and the assembly type steel structure building belongs to the field of important attention and research and development of the assembly type steel structure building. In the residential field, the current research and development direction mainly adopts a structural system, the indoor attractiveness and convenient construction are facilitated as much as possible on the basis of ensuring the structural safety, and systematic carding and research and development are rarely carried out on the residential building with the fabricated steel structure.
For the assembled steel structure residential building, the safety aspect of the structural system can be ensured. However, the selection of various structures such as supporting structures, walls, floor bearing plates and the like for assembling the residential building is a difficult point in the current construction, the selection of various structures in the assembled steel structure residential building directly influences the quality of the building, and the conventional assembled steel structure residential building is not beneficial to popularization because the systematic carding and research and development of various structures in the assembled steel structure residential building are not carried out.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled steel construction building to each item structure of solving among the prior art assembly residential building lacks the carding of system and then is unfavorable for the technical problem who promotes.
The utility model provides an assembly type steel structure building, which comprises a steel frame supporting structure, a steel bar truss floor bearing plate, a wall body and an outer enclosure;
the steel frame supporting structure is divided into a plurality of layers, and any layer of steel frame supporting structure comprises a plurality of columns arranged at intervals, a plurality of beams and a plurality of inclined struts;
one end of each of the columns is fixed, the other end of any one column is higher than one end of the column, a beam is arranged between the other ends of the columns, and an inclined strut is arranged between the columns and the beam;
the steel bar truss floor support plate comprises a plate body and a bottom die, the bottom die is detachably connected with the plate body, and a plurality of beams in any layer of steel frame support structure are connected with the plate body;
the wall body comprises an ALC plate, and the ALC plate is enclosed on the column;
the periphery protector comprises a keel and a heat-insulation and decoration integrated plate, and the heat-insulation and decoration integrated plate is connected with the keel; the keel is connected with the steel frame support structure, or the keel is connected with the ALC board.
Further, the column is a box-shaped steel column, and concrete is filled in the box-shaped steel column.
Further, the beam is an I-shaped steel beam.
Further, the inclined strut is a box-shaped steel inclined strut.
Furthermore, the wall body also comprises an air-entrapping block;
the air-adding block is enclosed at the position corresponding to the inclined strut on the steel frame supporting structure.
Furthermore, the wall body also comprises autoclaved sand-lime bricks which are enclosed in the steel frame supporting structure and correspond to the toilet in the building.
Furthermore, a polyethylene rod and sealant are filled between the keel and the heat-preservation and decoration integrated plate.
Further, the height of the steel frame support structure is less than 100 meters.
Furthermore, the outer side of the beam positioned at the side edge of the steel frame supporting structure protrudes outwards relative to the outer side of the wall body, so that the beam occupies the inner space of the building.
Furthermore, the columns are flexibly connected with the side surfaces of the steel bar truss floor bearing plates;
the beam and the steel bar truss floor bearing plate positioned above the ALC plate are respectively in flexible connection with the ALC plate.
The utility model provides an assembled steel construction building can produce following beneficial effect:
the utility model provides an assembled steel construction building includes steel frame bearing structure, steel bar truss building carrier plate, wall body and outer enclosure, and steel frame bearing structure divide into the multilayer, and arbitrary one deck steel frame bearing structure includes a plurality of posts, a plurality of roof beam and a plurality of bracing. A plurality of post intervals set up, and wherein one end of post is fixed, and the other end of post is higher than one of them one end of post, and the roof beam is installed on the other end of a plurality of posts, and the bracing is installed between post and roof beam. A plurality of beams in any layer of steel frame supporting structure are connected with the steel bar truss floor bearing plate. The wall body comprises an ALC plate, and the ALC plate is enclosed on the column. The periphery protector comprises a keel and a heat-insulation decorative integrated plate, wherein the keel is connected with the steel frame supporting structure or is connected with the ALC plate; the heat preservation and decoration integrated plate is connected with the keel.
Compared with the prior art, the utility model discloses use steel frame bearing structure, steel bar truss building carrier plate, ALC board, fossil fragments and the integrative board of heat preservation decoration jointly, assemble into steel construction building, the utility model discloses carry out systematic carding to each item structure among the assembled steel construction residential housing, and then be favorable to promoting.
It can be seen that the utility model discloses each item structure that has improved assembly residential building among the prior art lacks the technical problem that the carding of system and then be unfavorable for the popularization.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an assembly type steel structure building provided by an embodiment of the present invention;
fig. 2 is a schematic view of a connection node between a beam and a steel bar truss floor deck according to an embodiment of the present invention;
fig. 3 is a schematic view of a connection node between two adjacent steel bar truss floor support plates according to an embodiment of the present invention;
FIG. 4 is a schematic diagram of a connection node between an ALC plate and a beam provided by an embodiment of the present invention;
fig. 5 is a schematic view of a connection node between the ALC plate and the steel bar truss floor deck provided in the embodiment of the present invention;
FIG. 6 is a schematic diagram of a connection node between an ALC board and a column according to an embodiment of the present invention;
FIG. 7 is a schematic diagram of another connecting node between the ALC board and the beam according to the embodiment of the present invention;
FIG. 8 is a schematic diagram of a connection node between two adjacent ALC boards according to an embodiment of the present invention;
fig. 9 is a schematic view of another connection node between the ALC plate and the steel bar truss floor deck according to an embodiment of the present invention;
fig. 10 is a schematic structural view between the insulation and decoration integrated board and the ALC board provided by the embodiment of the present invention.
In the figure:
1-a steel frame support structure; 10-column; 11-a beam; 12-an inclined strut; 2-steel bar truss floor bearing plate; 20-end vertical ribs; 21-truss steel bars; 22-plastic fasteners; 23-bottom template; 24-iron sheet; 3-ALC board; 30-alkali-resistant glass fiber mesh cloth; 31-pipe strap; 4-keel; 5-heat preservation and decoration integrated plate; 6-angle steel; 7-a sliding plate; 8-a steel pipe anchor; 9-U type card.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings in the embodiments of the present invention are combined to clearly and completely describe the technical solutions in the embodiments of the present invention, and obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiment of the present invention, all other embodiments obtained by the person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In addition, in the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The utility model provides an assembled steel construction building, it is right below combining the drawing the utility model provides an assembled steel construction building carries out detailed description:
example (b):
as shown in fig. 1, the fabricated steel structure building provided by the present embodiment includes a steel frame support structure 1, a steel bar truss floor deck 2, a wall body and a periphery. The steel frame supporting structure 1 is divided into a plurality of layers, and any one layer of the steel frame supporting structure 1 comprises a plurality of columns 10 arranged at intervals, a plurality of beams 11 and a plurality of inclined struts 12. One end of each of the plurality of columns 10 is fixed, the other end of any one of the columns 10 is higher than one end of the column 10, a beam 11 is installed between the other ends of the plurality of columns 10, and a diagonal brace 12 is installed between the columns 10 and the beam 11.
The steel bar truss floor support plate 2 comprises a plate body and a bottom die, the plate body is detachably connected with the bottom die, and a plurality of beams 11 in any layer of steel frame supporting structure 1 are connected with the plate body in the steel bar truss floor support plate 2. The wall body comprises an ALC board 3, and the ALC board 3 is enclosed on a column 10. The outer enclosure comprises a keel 4 and a heat-insulation and decoration integrated plate 5, and the heat-insulation and decoration integrated plate 5 is connected with the keel 4; the keel 4 is connected to the steel frame support structure 1 or to the ALC board 3.
Compared with the prior art, the steel frame supporting structure 1, the steel bar truss floor bearing plate 2, the ALC plate 3, the keel 4 and the heat preservation decoration integrated plate 5 are combined for use to be assembled into the steel structure building, and the steel structure building is systematically combed for various structures in the assembled steel structure residential building. Therefore, the technical problem that various structures in the prefabricated steel structure residential building lack systematic carding and are not beneficial to popularization in the prior art is solved.
The steel frame supporting structure 1 is a main structure of the assembly type steel structure building, force transfer among the beams 11, the columns 10 and the inclined supports in the steel frame supporting structure 1 is clear, the construction process of the steel frame supporting structure 1 is mature, and the rigidity of the main structure of the assembly type steel structure building is high while the steel consumption is small. In practical application, the design and construction of the steel frame supporting structure 1 can refer to construction specifications such as steel structure engineering construction specification.
Wherein, steel bar truss building carrier plate 2 can realize exempting from formwork construction floor, and simultaneously, the die block in steel bar truss building carrier plate 2 can dismantle and can recycle, and after steel bar truss building carrier plate 2 demolishd the basement membrane, its bottom profile is better, need not the later stage and carries out the top fitment like the furred ceiling to prevent to consume the indoor height of this assembled steel construction building.
It can be seen that steel bar truss floor bearing plate 2 not only can promote construction quality, can also make the indoor height of this assembled steel construction building higher, increases the interior space.
The design and construction of the steel bar truss floor support plate 2 can refer to the construction specifications such as steel bar truss floor support plate and composite floor slab design and construction specification.
As shown in fig. 2, the steel bar truss floor support plate 2 includes end vertical bars 20, truss steel bars 21 and a bottom formwork 23, and the bottom formwork 23 and the truss steel bars 21 are detachably connected together through plastic fasteners 22. The plastic fastener 22 is a fastener commonly used in construction.
As shown in fig. 2, the steel bar truss floor deck 2 and the beam 11 of the steel frame support structure 1 can be connected together by welding the end vertical bars 20 and the beam 11.
As shown in fig. 2, when the gap between the bottom form 23 and the steel beam 11 is larger than 1 mm, in order to prevent slurry leakage during construction, the gap between the bottom form 23 and the steel beam 11 needs to be sealed by an iron sheet 24.
As shown in fig. 3, when two adjacent steel bar truss floor support plates 2 are connected together, if the gap between the bottom formworks 23 in the two adjacent steel bar truss floor support plates 2 is greater than 1 mm, in order to prevent slurry leakage during construction, the gap between the bottom formworks 23 and the bottom formworks 23 is also sealed by using iron sheets 24.
Further, as shown in fig. 3, the plastic fasteners 22 in the steel bar truss floor deck 2 may be connected between the bottom form 23 and the truss steel bars 21 by metal self-tapping screws.
Further, the wall body includes the ALC board 3. Wherein, ALC is Autoclaved Lightweight Concrete (ALC), ALC board 3 belongs to finished large-scale board, accords with the requirement of the industrialization built-in of the present country.
The design and construction of the ALC plate 3 can refer to construction drawings such as autoclaved aerated concrete blocks, plate structures, autoclaved aerated concrete slabs and the like.
In actual construction, when the peripheral foundation wall of the fabricated steel structure building is made of the ALC plate 3, since the ALC plate 3 is made of rigid materials, and a large amount of steel materials adopted by the fabricated steel structure building are lower in rigidity and higher in flexibility than the ALC plate 3, the connection between the ALC plate 3 and the steel frame supporting structure 1 of the fabricated steel structure building should be connected by using the steel pipe anchor 8, as shown in fig. 4, the steel pipe anchor 8 can ensure the connection strength and simultaneously enable the wall and the steel frame supporting structure 1 to generate coordinated deformation, so as to prevent the fabricated steel structure building from being damaged due to rigid extrusion.
Further, the ALC panel 3 located at the periphery of the fabricated steel structure building, i.e., the connection between the ALC panel 3 located at the outer wall and the beam 11 in the steel framed support structure 1 may be connected together by the steel pipe anchor 8. Specifically, as shown in fig. 4, an angle steel 6 may be welded to the beam 11, the angle steel 6 and the ALC plate 3 are connected together through a sliding plate 7 and an anchor bolt and a steel pipe anchor 8, and a gap between the ALC plate 3 and the beam 11 at the outer wall may be filled with a foaming agent, a polyethylene rod and a sealant.
The connection between the ALC board 3 and the steel-bar-truss floor deck 2 located at the periphery of the fabricated steel structure building, that is, the connection between the ALC board 3 and the steel-bar-truss floor deck 2 located at the outer wall may be similar to the connection between the beam 11 and the ALC board 3 located at the outer wall. Specifically, as shown in fig. 5, an angle steel 6 may be fixed on the steel bar truss floor support plate 2, the angle steel 6 and the ALC plate 3 are connected together through a sliding plate 7 and an anchor bolt and a steel pipe anchor 8, and a gap between the steel bar truss floor support plate 2 and the ALC plate 3 is filled with cement mortar and sealant.
As shown in FIG. 6, a gap of 10-20 mm may be reserved between the column 10 and the ALC plate 3 in the steel frame supporting structure 1, and then a caulking agent, a foaming agent and a polyethylene rod are filled in the gap, and the column 10 and the ALC plate 3 can be connected together through the caulking agent, the foaming agent and the polyethylene rod. Wherein, the caulking agent, the foaming agent and the polyethylene rod are all construction materials commonly used in construction.
The ALC board 3 located inside the fabricated steel structure building, namely the connection between the ALC board 3 located at the inner wall and the beam 11 in the steel frame supporting structure 1, is shown in FIG. 7, the U-shaped clamp 9 is welded on the beam 11, the U-shaped clamp 9 is attached to the top end of the ALC board 3, and a flexible material is filled between the U-shaped clamp 9 and the top end of the ALC board 3.
As shown in FIG. 8, the connection between two adjacent ALC boards 3 can be connected together through caulking agent and polyethylene rod, and an alkali-resistant fiberglass mesh 30 can be bonded to the splicing seam of the side surfaces of two adjacent ALC boards 3.
The ALC plate 3 located inside the fabricated steel structure building, namely, the connection between the ALC plate 3 located at the inner wall and the steel bar truss floor support plate 2 is shown in fig. 9, the bottom end of the ALC plate 3 located at the inner wall is fixedly connected with a pipe clamp 31, and then the pipe clamp 31 at the bottom end of the ALC plate 3 is fixed on the steel bar truss floor support plate 2 through an anchor bolt.
When the height of the ALC board 3 is more than 24 meters, in order to enable the fabricated steel structure building to meet the strength requirement and simultaneously realize coordinated deformation, the ALC board 3 can be subjected to single item design according to a construction drawing set.
The column 10 is flexibly connected with the side face of the steel bar truss floor bearing plate 2, and the beam 11 and the steel bar truss floor bearing plate 2 positioned above the ALC plate 3 are flexibly connected with the ALC plate 3 respectively.
When the assembled steel structure building is subjected to lateral force, the lateral displacement of the steel frame supporting structure 1 and the lateral displacement of the steel bar truss floor bearing plate 2 are large. Because the steel frame supporting structure 1 is connected with the wall body, the steel bar truss floor bearing plate 2 is also connected with the wall body, and the rigidity of the ALC plate 3 in the wall body is larger, in order to prevent the wall body from being damaged when lateral force is applied, the deformation between the wall body and the steel frame supporting structure 1 and between the wall body and the steel bar truss floor bearing plate 2 need to be coordinated, and further the steel frame supporting structure 1 and the steel bar truss floor bearing plate 2 can not extrude to damage the wall body in the lateral displacement process.
In order to enable the wall body and the steel frame supporting structure 1 and the wall body and the steel bar truss floor bearing plate 2 to be capable of coordinately deformed, the connection modes of the rest parts of the ALC plate 3 in the wall body except the bottom and the steel frame supporting structure 1 can be flexible connection, and the connection mode of the ALC plate 3 in the wall body and the steel bar truss floor bearing plate 2 positioned on the steel frame supporting structure 1 is also flexible connection. The flexible connection is for example connected with a steel pipe anchor 8.
Wherein, the column 10 in the steel frame supporting structure 1 is a box-shaped steel column 10, and the box-shaped steel column 10 is filled with concrete.
Further, the beams 11 in the steel frame supporting structure 1 are i-beam beams 11.
Wherein, when the roof beam 11 in construction steel frame bearing structure 1, to being located the peripheral boundary beam of this assembled steel structure building, can make the boundary beam external, can make the outside that is located the peripheral boundary beam of this assembled steel structure building for the wall body outside evagination of this department promptly to prevent the indoor exposed beam of this assembled steel structure building, reduce the inner space that roof beam 11 occupy the building.
In this embodiment, the struts 12 in the steel frame support structure 1 are box steel struts 12.
In the actual construction process, the box-shaped steel inclined strut 12 is coordinated with the assembled steel structure building, and the box-shaped steel inclined strut 12 is prevented from being arranged at the position of a door and window opening.
The wall body further comprises an air adding block and autoclaved sand-lime bricks, and the air adding block is enclosed at the position, corresponding to the inclined strut 12, on the steel frame supporting structure 1. The autoclaved sand-lime bricks are enclosed in the steel frame supporting structure 1 in the area corresponding to the toilet in the building.
The design and construction of the aerated block and the autoclaved sand-lime brick can also refer to construction drawings such as autoclaved aerated concrete block, plate structure, autoclaved aerated concrete slab and the like.
Furthermore, a polyethylene rod and sealant are filled between two adjacent heat-preservation and decoration integrated plates 5.
Wherein, the heat preservation and decoration integrated board 5 belongs to a novel material integrating heat preservation and decoration, and the keel 4 is a building material for supporting modeling and fixing structures.
As shown in fig. 10, when the integrated thermal insulation and decoration plate 5 is constructed on the construction site, the keel 4 and the steel frame support structure 1 may be connected together, the keel 4 and the ALC plate 3 may be connected together at a local part of the fabricated steel structure building according to actual conditions, and after the back keel 4 is installed, the integrated thermal insulation and decoration plate 5 and the keel 4 are connected together.
In order to further play a role in heat preservation and make the whole building system more beautiful, a polyethylene rod and sealant can be filled between two adjacent heat preservation and decoration integrated plates 5.
The design and construction between the keel 4 and the heat-insulation and decoration integrated plate 5 can be integrated according to the construction drawing, such as 'exterior wall decoration and heat-insulation integrated system building structure'.
In practical application, the height of the steel frame support structure 1 provided by the embodiment is less than 100 meters. Namely, the fabricated steel structure building provided by the embodiment is suitable for high-rise buildings with the height of less than 100 meters.
In summary, the assembly type steel structure residential building provided by the embodiment can meet the strength requirement and simultaneously ensure higher construction quality, and the selection of each structure in the assembly type steel structure residential building and the connection between each structure have clear requirements, so that the assembly type steel structure residential building is integrally combed by the embodiment, and the assembly type steel structure residential building provided by the embodiment has better popularization.
Through field construction verification, the fabricated steel structure building provided by the embodiment meets the relevant requirements of the fabricated building evaluation standard, can greatly reduce field wet operation, can well protect the surrounding environment of a project, and meets the relevant requirements of the current country on the construction environment.
Each structure and most in the assembled steel structure building that this embodiment provided can make in the mill and accomplish, install again at the job site, therefore the construction progress is very fast, and constructor demand is less, can practice thrift construction cost simultaneously and accelerate the construction progress.
Finally, it should be noted that: the above-mentioned embodiments are only specific embodiments of the present invention, and are not intended to limit the technical solution of the present invention, and the protection scope of the present invention is not limited thereto, although the present invention is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: those skilled in the art can still modify or easily conceive of changes in the technical solutions described in the foregoing embodiments or make equivalent substitutions for some technical features within the technical scope of the present disclosure; such modifications, changes or substitutions do not substantially depart from the spirit and scope of the embodiments of the present invention, and are intended to be included within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. An assembled steel structure building is characterized by comprising a steel frame supporting structure, a steel bar truss floor bearing plate, a wall body and an outer enclosure;
the steel frame supporting structure is divided into a plurality of layers, and any layer of the steel frame supporting structure comprises a plurality of columns arranged at intervals, a plurality of beams and a plurality of inclined struts;
one end of each of the columns is fixed, the other end of any one of the columns is higher than one end of the column, the beam is arranged between the other ends of the columns, and the inclined strut is arranged between the column and the beam;
the steel bar truss floor support plate comprises a plate body and a bottom die, the bottom die is detachably connected with the plate body, and a plurality of beams in any layer of the steel frame supporting structure are connected with the plate body;
the wall body comprises an ALC board, and the ALC board is enclosed on the column;
the periphery protector comprises a keel and a heat-insulation and decoration integrated plate, and the heat-insulation and decoration integrated plate is connected with the keel; the keel is connected with the steel frame supporting structure, or the keel is connected with the ALC plate.
2. The assembly steel structure building of claim 1, wherein the columns are box steel columns, and the box steel columns are filled with concrete.
3. The assembled steel structure building of claim 2, wherein the beams are i-beam beams.
4. An assembled steel structural building according to claim 3, wherein the bracing is a box steel bracing.
5. The fabricated steel structural building of claim 1, wherein the wall body further comprises an air-entrainment mass;
the air-adding block is enclosed at the position of the steel frame supporting structure corresponding to the inclined strut.
6. The fabricated steel structure building of claim 1, wherein the wall further comprises autoclaved sand lime bricks enclosed at an area of the steel frame support structure corresponding to a toilet in the building.
7. The fabricated steel structural building of claim 1, wherein a polyethylene rod and sealant are filled between the keel and the insulated and decorated integrated panel.
8. The assembled steel structure building of claim 1, wherein the height of the steel frame support structure is less than 100 meters.
9. The fabricated steel structure building of claim 1, wherein the outer sides of the beams at the sides of the steel frame support structure are convex with respect to the outer sides of the walls thereto to reduce the beams from occupying the interior space of the building.
10. The fabricated steel structure building of any one of claims 1-9, wherein there is a flexible connection between the columns and the sides of the steel truss floor deck;
the beam and the steel bar truss floor bearing plate positioned above the ALC plate are respectively in flexible connection with the ALC plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920729235.2U CN210421424U (en) | 2019-05-20 | 2019-05-20 | Assembled steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920729235.2U CN210421424U (en) | 2019-05-20 | 2019-05-20 | Assembled steel structure building |
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| Publication Number | Publication Date |
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| CN210421424U true CN210421424U (en) | 2020-04-28 |
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| CN201920729235.2U Active CN210421424U (en) | 2019-05-20 | 2019-05-20 | Assembled steel structure building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106981A (en) * | 2019-05-20 | 2019-08-09 | 中建钢构有限公司 | Assembling type steel structure building and its construction technology |
| CN114482265A (en) * | 2022-01-19 | 2022-05-13 | 中建海峡建设发展有限公司 | GIIH (general integrated manufacturing) efficient integrated manufacturing system for residential building with steel structure |
| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
-
2019
- 2019-05-20 CN CN201920729235.2U patent/CN210421424U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106981A (en) * | 2019-05-20 | 2019-08-09 | 中建钢构有限公司 | Assembling type steel structure building and its construction technology |
| CN110106981B (en) * | 2019-05-20 | 2024-06-04 | 中建钢构有限公司 | Assembled steel structure building and construction process thereof |
| CN114482265A (en) * | 2022-01-19 | 2022-05-13 | 中建海峡建设发展有限公司 | GIIH (general integrated manufacturing) efficient integrated manufacturing system for residential building with steel structure |
| CN114482265B (en) * | 2022-01-19 | 2024-03-26 | 中建海峡建设发展有限公司 | GIIH assembled steel structure residential building high-efficiency integrated manufacturing system |
| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
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