CN111749343A - Mounting method of detachable assembled steel structure house - Google Patents
Mounting method of detachable assembled steel structure house Download PDFInfo
- Publication number
- CN111749343A CN111749343A CN202010678322.7A CN202010678322A CN111749343A CN 111749343 A CN111749343 A CN 111749343A CN 202010678322 A CN202010678322 A CN 202010678322A CN 111749343 A CN111749343 A CN 111749343A
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- steel
- plate
- bottom plate
- installing
- prefabricated
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 97
- 239000010959 steel Substances 0.000 title claims abstract description 97
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009413 insulation Methods 0.000 claims abstract description 6
- 238000013461 design Methods 0.000 claims abstract description 5
- 238000005034 decoration Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000007796 conventional method Methods 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
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
Abstract
The invention provides a mounting method of a detachable assembled steel structure house, and belongs to the technical field of building construction. The mounting method of the detachable assembled steel structure house comprises the following steps: s1: constructing a strip foundation according to a design drawing; s2: a bottom plate is arranged on a strip-shaped foundation and assembled by a plurality of PC precast slabs; s3: a steel structure support frame consisting of a cross beam and a support column is arranged on the bottom plate; s4: and (3) installing a roof on the upper end bottom plate of the support column, installing doors and windows, a heat insulation wall body and carrying out indoor decoration. The bottom plate of this application adopts concatenation formula PC prefabricated plate, and the size of single PC prefabricated plate is less, and convenient transportation splices single PC prefabricated plate through the bolt in the work progress, assembles into the floor bottom plate, has improved the efficiency of construction.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a mounting method of a detachable assembly type steel structure house.
Background
Steel structure buildings are usually composed of beams, columns, trusses and other members made of section steel and steel plates to form a load-bearing structure, which, together with building enclosures such as roofs, floors and walls, forms a whole building. Compared with the traditional concrete building, the steel plate or the section steel replaces reinforced concrete, so that the steel structure building has higher strength and better shock resistance. And because the components can be manufactured in factories and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the method is more environment-friendly, so the method is widely applied to industrial buildings and civil buildings.
The beam, the column and other structures are generally prefabricated in engineering and then transported to a building site, but the floor bottom plate is large in size and inconvenient to transport, and if the floor bottom plate is arranged at a place close to the building site, investment is increased, and the application range of the steel structure house building is limited.
Disclosure of Invention
The invention provides a method for installing a detachable assembled steel structure house.
In order to achieve the purpose, the technical solution of the invention is as follows:
a method for installing a detachable assembled steel structure house comprises the following steps:
s1: constructing a strip foundation according to a design drawing;
s2: installing a bottom plate on the strip foundation, wherein the bottom plate is formed by assembling a plurality of PC prefabricated plates, the PC prefabricated plates are provided with bolt pattern steel connected with another PC prefabricated plate, a pre-buried hole and a pre-buried steel frame, the bolt pattern steel on one PC prefabricated plate is inserted into the pre-buried hole of the other PC prefabricated plate, the two PC prefabricated plates are screwed down by nuts from the pre-buried steel frame, and the bottom plate is connected with the strip foundation through bolts to complete the installation of the bottom plate;
s3: the bottom plate is provided with a steel structure support frame consisting of a cross beam and a support column, the cross beam is made of I-shaped steel, two ends of the support column are provided with connecting parts, a one-shaped, a ten-shaped, an inverted T-shaped or an L-shaped support plate is welded on the connecting parts, and a middle support plate of the cross beam is connected with the support plate on the connecting parts through a connecting piece; the connecting parts at the two ends of the supporting column are connected with the bottom plate through bolts;
s4: and (3) installing a roof on the upper end bottom plate of the support column, installing doors and windows, a heat insulation wall body and carrying out indoor decoration.
Preferably, steel bars and steel plates are pre-embedded in the PC precast slab, and the bolt pattern steel is connected with the steel bars and arranged between the steel plates.
Preferably, grooves are formed in the periphery of the PC precast slabs, and after the PC precast slabs are installed, cement is poured into the grooves to fill gaps among the PC precast slabs.
Preferably, the lower part of connecting portion is equipped with first steel sheet in the support column, and the top of connecting portion is equipped with the second steel sheet, first steel sheet and support column welding are equipped with the through-hole on the second steel sheet, and the second steel sheet passes through the screw and is connected with the bottom plate.
Preferably, the connecting piece is two perforated steel plates, one end of each perforated steel plate is connected with the support plate of the connecting portion, the other end of each perforated steel plate is connected with the middle support plate of the cross beam, the support plates and the middle support plates of the cross beam are clamped tightly, and the support plates and the middle support plates of the cross beam are fastened through bolts.
Preferably, the periphery of the bottom plate is provided with a protruding portion, the supporting columns are installed on the protruding portion of the bottom plate, and the protruding portion is used for installing a heat-insulating wall body and preventing water.
The invention has the beneficial effects that:
1. the bottom plate of this application adopts concatenation formula PC prefabricated plate, and the size of single PC prefabricated plate is less, and convenient transportation splices single PC prefabricated plate through the bolt in the work progress, assembles into the floor bottom plate, has improved the efficiency of construction.
2. The utility model provides a bottom plate adopts concatenation formula PC prefabricated plate, can conveniently reform transform steel house, if dismantle the partly of concatenation formula PC prefabricated plate, steel construction support frame and get off and reduce the housing area, perhaps increase concatenation formula PC prefabricated plate, steel construction support frame and enlarge the housing area, the construction is nimble.
3. The connecting parts are arranged at the two ends of the supporting column and connected with the cross beam made of the I-shaped steel through the connecting parts, so that the connecting mode is simple, the operation is simple, and the disassembly and the assembly are convenient; the supporting plate of the connecting part is a one-shaped, a ten-shaped, a T-shaped or an L-shaped supporting plate, can be used for connecting two, three or four cross beams, and is flexible to use and operate.
Drawings
Fig. 1 is a schematic view of a one-storey structure of the present invention.
Fig. 2 is a schematic structural diagram of a house foundation and a floor.
Fig. 3 is a schematic view of a two-storey structure of the present invention.
Fig. 4 is a schematic view of the steel house of the present invention.
Fig. 5 is a schematic view of a connection structure of a support column and a cross beam.
Fig. 6 is an enlarged schematic view of a portion a of fig. 5.
Fig. 7 is a schematic view of a connection structure of the support column and the bottom plate.
FIG. 8 is a schematic view showing the construction of a PC precast slab.
FIG. 9 is a schematic view showing a coupling structure of PC precast slabs.
FIG. 10 is a schematic view showing a connection structure of PC precast slabs.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that all the directional indicators (such as up, down, left, right, front, and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, the descriptions related to "first", "second", etc. in the present invention are only for descriptive purposes and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "connected," "secured," and the like are to be construed broadly, and for example, "secured" may be a fixed connection, a removable connection, or an integral part; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In addition, the technical solutions in the embodiments of the present invention may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination of technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
A method for installing a detachable assembled steel structure house comprises the following steps:
s1: constructing a strip foundation according to a design drawing;
s2: installing a bottom plate on the strip foundation, wherein the bottom plate is formed by assembling a plurality of PC prefabricated plates, the PC prefabricated plates are provided with bolt pattern steel connected with another PC prefabricated plate, a pre-buried hole and a pre-buried steel frame, the bolt pattern steel on one PC prefabricated plate is inserted into the pre-buried hole of the other PC prefabricated plate, the two PC prefabricated plates are screwed down by nuts from the pre-buried steel frame, and the bottom plate is connected with the strip foundation through bolts to complete the installation of the bottom plate;
s3: the bottom plate is provided with a steel structure support frame consisting of a cross beam and a support column, the cross beam is made of I-shaped steel, two ends of the support column are provided with connecting parts, a one-shaped, a ten-shaped, an inverted T-shaped or an L-shaped support plate is welded on the connecting parts, and a middle support plate of the cross beam is connected with the support plate on the connecting parts through a connecting piece; the connecting parts at the two ends of the supporting column are connected with the bottom plate through bolts;
s4: and (3) installing a roof on the upper end bottom plate of the support column, installing doors and windows, a heat insulation wall body and carrying out indoor decoration.
Referring to fig. 1 to 8, the steel house of the present invention includes a house foundation 1, a floor 2, and a steel support frame; the bottom plate 2 is arranged on the house foundation 1, and the steel structure support frame is arranged on the bottom plate 2; the steel structure support frame comprises a support column 3 and a cross beam 4, the support column 3 is connected with the cross beam 4 through a connecting piece 5, and the bottom plate 2 is formed by splicing a plurality of splicing type PC prefabricated plates 21. The periphery of the bottom plate 2 is provided with a protruding portion 22, the supporting columns 3 are installed on the protruding portion 22 of the bottom plate 2, and the protruding portion is used for installing a heat-insulating wall body and preventing water. The roof 6 is arranged at the top of the house and is arranged on the steel structure supporting frame. The steel structure house also comprises a heat-insulating wall body, a window, a door, a floor, furniture and the like.
According to the invention, the customized PC prefabricated plates are spliced to finish the assembly of the bottom plate, the PC prefabricated plates adopt the sizes of about 6 meters in length and about 2 meters in width, the transportation is convenient, the assembly can be fast, and meanwhile, through designing the structure of the steel structure support frame, the two ends of the support column are provided with the structures capable of connecting the bottom plate and the cross beam, the fast installation of the bottom plate, the support column and the cross beam is realized, and then the installation of the structures such as the top plate, the wall body and the like is carried out. When the steel structure support frame and the bottom plate are required to be disassembled, the steel structure support frame and the bottom plate can be conveniently and quickly disassembled; when the area of a house needs to be reduced or enlarged, the shape of the house can be changed by detaching or connecting a new bottom plate and a new steel structure supporting frame on the original house foundation. The installation of the house foundation, roof and thermal insulation walls, windows, doors, floors and furniture is carried out by adopting the conventional method. The periphery of the bottom plate is provided with the bulge 22 which is 50mm higher than the ground for water prevention and is convenient for the installation of a later maintenance structure.
Referring to fig. 5 to 7, the two ends of the supporting column 3 are provided with connecting portions 31 connected to the cross beam 4, each connecting portion 31 includes a first steel plate 311 welded to the supporting column 3, a supporting plate 312 and a second steel plate 313 connected to the supporting plate, the cross beam 4 is an i-shaped steel, and the middle supporting steel plate of the cross beam 4 is connected to the supporting plate 312 of the connecting portion through a connecting member 5. Preferably, the connecting member 5 is two perforated steel plates, one end of each of which is connected to the support plate 312 of the connecting portion and the other end of each of which is connected to the middle support steel plate 41 of the cross beam 4, and the support plate 312 and the middle support steel plate 41 of the cross beam are clamped and fastened by bolts. Preferably, the supporting plate 312 includes one or more than one, which forms a "one", "ten", "j", or "L" shape. In the building structure building process, two crossbeams or three, four crossbeams are probably to be connected to a support column, consequently, this application designs the backup pad into "one", "ten", "T", "L" shape, can satisfy above demand, has improved the construction flexibility.
Referring to fig. 7, the steel house is provided with more than two layers, the second steel plates 313 are provided with a plurality of through holes, the two layers of bottom plates 2 are arranged between the second steel plates 313 of the two support columns, and the second steel plates 313 of the two support columns and the bottom plates 2 are connected through bolts.
Referring to fig. 8, 9 and 10, one end of the single PC prefabricated slab 21 in the bottom plate 2 is provided with bolt pattern steel 211, the other end is provided with a pre-embedded steel frame 212, and the edge part is provided with a groove 213. Preferably, the single PC prefabricated plate has the size width of not more than 2m and the length of not more than 7 m.
The steel bars 214 and the steel plates 215 are embedded in the PC precast slabs, when the PC precast slabs are spliced, bolt pattern steel is inserted into another PC precast slab, the nuts 216 are screwed from the embedded steel frames for fastening, the embedded steel frames are filled with wood plugs or rubber plugs, and finally, cement is poured from the grooves to fill gaps among the PC precast slabs. The top floor needs waterproof glue in the gap.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (6)
1. A method for installing a detachable assembled steel structure house is characterized by comprising the following steps:
s1: constructing a strip foundation according to a design drawing;
s2: installing a bottom plate on the strip foundation, wherein the bottom plate is formed by assembling a plurality of PC prefabricated plates, the PC prefabricated plates are provided with bolt pattern steel connected with another PC prefabricated plate, a pre-buried hole and a pre-buried steel frame, the bolt pattern steel on one PC prefabricated plate is inserted into the pre-buried hole of the other PC prefabricated plate, the two PC prefabricated plates are screwed down by nuts from the pre-buried steel frame, and the bottom plate is connected with the strip foundation through bolts to complete the installation of the bottom plate;
s3: the bottom plate is provided with a steel structure support frame consisting of a cross beam and a support column, the cross beam is made of I-shaped steel, two ends of the support column are provided with connecting parts, a one-shaped, a ten-shaped, an inverted T-shaped or an L-shaped support plate is welded on the connecting parts, and a middle support plate of the cross beam is connected with the support plate on the connecting parts through a connecting piece; the connecting parts at the two ends of the supporting column are connected with the bottom plate through bolts;
s4: and (3) installing a roof on the upper end bottom plate of the support column, installing doors and windows, a heat insulation wall body and carrying out indoor decoration.
2. The method of installing a demountable assembled steel structure building according to claim 1, wherein the PC precast slabs are embedded with reinforcing steel bars and steel plates, and the bolting steel is connected to the reinforcing steel bars and disposed between the steel plates.
3. The method for installing a prefabricated steel house according to claim 2, wherein the PC prefabricated panels are provided with grooves on the circumference thereof, and after the installation is completed, cement is poured into the grooves to fill the gaps between the PC prefabricated panels.
4. The method for installing a demountable assembly type steel structure house according to claim 1, wherein a first steel plate is provided below the connection portion in the support pillar, a second steel plate is provided above the connection portion, the first steel plate is welded to the support pillar, the second steel plate is provided with a through hole, and the second steel plate is connected to the bottom plate through a screw.
5. The method of installing a demountable assembly type steel structure house according to claim 1, wherein said connecting member is two perforated steel plates, one end of said two perforated steel plates is connected to said support plate of said connecting portion, and the other end thereof is connected to said intermediate support plate of said cross member, and said support plate and said intermediate support plate of said cross member are clamped and fastened by bolts.
6. The method for installing the removable assembled steel house according to claim 1, wherein the bottom plate is provided with a raised portion around the bottom plate, the supporting columns are installed on the raised portion of the bottom plate, and the raised portion is used for installing a thermal insulation wall and preventing water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010678322.7A CN111749343A (en) | 2020-07-15 | 2020-07-15 | Mounting method of detachable assembled steel structure house |
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CN202010678322.7A CN111749343A (en) | 2020-07-15 | 2020-07-15 | Mounting method of detachable assembled steel structure house |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113338478A (en) * | 2021-06-23 | 2021-09-03 | 重庆大学 | A assembled building wallboard for build fast |
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US8056291B1 (en) * | 2007-10-12 | 2011-11-15 | The Steel Networks, Inc. | Concrete and light gauge cold formed steel building structure with beam and floor extending over a load bearing stud wall and method of forming |
CN203320813U (en) * | 2013-06-03 | 2013-12-04 | 徐曼 | Reinforcement connecting piece for prefabricated concrete component |
CN110056085A (en) * | 2019-04-16 | 2019-07-26 | 武汉大学 | Can quick assembling FRP profile bean column node |
CN110616804A (en) * | 2019-08-22 | 2019-12-27 | 班来科技(北京)有限公司 | Assembled steel structure and construction method thereof |
CN210086505U (en) * | 2019-03-28 | 2020-02-18 | 华南理工大学 | Detachable steel beam-steel core concrete column punching type connecting node |
CN111648492A (en) * | 2020-06-17 | 2020-09-11 | 西南科技大学 | Construction method of concealed stone-built wall body with embedded assembly type H-shaped steel framework |
-
2020
- 2020-07-15 CN CN202010678322.7A patent/CN111749343A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8056291B1 (en) * | 2007-10-12 | 2011-11-15 | The Steel Networks, Inc. | Concrete and light gauge cold formed steel building structure with beam and floor extending over a load bearing stud wall and method of forming |
CN203320813U (en) * | 2013-06-03 | 2013-12-04 | 徐曼 | Reinforcement connecting piece for prefabricated concrete component |
CN210086505U (en) * | 2019-03-28 | 2020-02-18 | 华南理工大学 | Detachable steel beam-steel core concrete column punching type connecting node |
CN110056085A (en) * | 2019-04-16 | 2019-07-26 | 武汉大学 | Can quick assembling FRP profile bean column node |
CN110616804A (en) * | 2019-08-22 | 2019-12-27 | 班来科技(北京)有限公司 | Assembled steel structure and construction method thereof |
CN111648492A (en) * | 2020-06-17 | 2020-09-11 | 西南科技大学 | Construction method of concealed stone-built wall body with embedded assembly type H-shaped steel framework |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN113338478A (en) * | 2021-06-23 | 2021-09-03 | 重庆大学 | A assembled building wallboard for build fast |
CN113338478B (en) * | 2021-06-23 | 2022-11-01 | 重庆大学 | A assembled building wallboard for build fast |
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