CN114457913A - Preparation process of assembled light steel framework gypsum wall - Google Patents
Preparation process of assembled light steel framework gypsum wall Download PDFInfo
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- CN114457913A CN114457913A CN202111106475.5A CN202111106475A CN114457913A CN 114457913 A CN114457913 A CN 114457913A CN 202111106475 A CN202111106475 A CN 202111106475A CN 114457913 A CN114457913 A CN 114457913A
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- shaped steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 123
- 239000010959 steel Substances 0.000 title claims abstract description 123
- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 56
- 239000010440 gypsum Substances 0.000 title claims abstract description 56
- 238000002360 preparation method Methods 0.000 title claims abstract description 23
- 238000004321 preservation Methods 0.000 claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 238000005507 spraying Methods 0.000 claims abstract description 12
- 239000002002 slurry Substances 0.000 claims abstract description 9
- 238000005336 cracking Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000002994 raw material Substances 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 26
- 238000009413 insulation Methods 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 5
- 239000002344 surface layer Substances 0.000 claims description 5
- 241000397426 Centroberyx lineatus Species 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 239000011449 brick Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011507 gypsum plaster Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000002747 omentum Anatomy 0.000 description 1
- 210000000278 spinal cord Anatomy 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000003466 welding Methods 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
-
- 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
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides a preparation process of an assembly type light steel framework gypsum wall, which comprises the following processing processes: s1 base material: preparing U-shaped steel and a dovetail floor bearing plate by using raw material gypsum slurry; s2 preparation of a beam body: fixing the light steel keel foundation beams on four corners of the base, and fixing the upper ends of the light steel keel foundation beams in an annular mode; s3 floor preparation: fixing the beam by fixing the U-shaped steel through bolts at the inner side of the light steel keel beam in the step S2, fixing the dovetail floor through expansion screws after the fixing is finished, and pouring a gypsum layer; s4 preparation of the wall: arranging a plurality of reinforcing beams between the longitudinal light steel keel foundation beams in the step S2, pouring concrete grain light heat-preservation concrete between the adjacent reinforcing beams, then detachably connecting anti-cracking surfaces on the two sides of the outer wall body through the reinforcing beams, and spraying gypsum slurry. The preparation of the foundation beam is carried out through a plurality of U-shaped steel rows, the bottom plate is supported, and finally spraying and pouring are carried out, so that the construction is simpler.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a preparation process of an assembly type light steel framework gypsum wall.
Background
The fabricated building refers to a building fabricated from prefabricated parts at a construction site, and is called a fabricated building. The building block is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a rising-rise building and the like according to the form and the construction method of the prefabricated part.
However, because the existing fabricated building needs to be firm in structure and can only be correspondingly stacked through the aerated bricks, the construction process of the wall and the ground is complex in the mode, and the assembly difficulty is high.
Disclosure of Invention
The invention provides a preparation process of an assembly type light steel framework gypsum wall, which is used for solving the technical problems that the construction process of a wall surface and a ground is complex and the assembly difficulty is high in the mode that the existing assembly type building needs to be firm in structure and can only be correspondingly piled up through aerated bricks in the background technology.
The technical scheme adopted by the invention for solving the technical problems is as follows: the preparation process of the assembly type light steel framework gypsum wall comprises the following processing processes:
s1 base material: preparing raw material gypsum slurry, bending to obtain U-shaped steel meeting the specified specification, and cutting to obtain a dovetail floor bearing plate meeting the requirements;
s2 preparation of a beam body: the four corners of the base are welded and cement-poured to realize the fixation of the light steel keel foundation beams, and the four corners of the light steel keel foundation beams are annularly fixed through the light steel keels;
s3 floor preparation: fixing the beam by fixing the U-shaped steel through bolts at the inner side of the light steel keel beam in the step S2, fixing the dovetail floor through expansion screws after the fixing is finished, and pouring a gypsum layer;
s4 preparation of the wall: arranging a plurality of reinforcing beams between the longitudinal light steel keel foundation beams in the step S2, preparing templates between the adjacent reinforcing beams, pouring concrete grain light heat-preservation concrete between the templates, detaching the templates, detachably connecting anti-cracking surfaces on two sides of the outer wall body through the reinforcing beams, spraying a gypsum slurry surface layer, and trowelling to finish.
Furthermore, before the gypsum layer is poured in step S3, a pipeline is laid above the dovetail floor bearing plate, and after the pipeline is laid, the gypsum layer is poured.
Furthermore, when the gypsum layer is poured, the heat-preservation gypsum filler is filled, self-leveling is carried out on the gypsum after filling, and the bottom plate is laid on the gypsum after filling.
Further, assembled light steel skeleton gypsum wall body structure subassembly, including light steel joist roof beam subassembly, light steel joist roof beam subassembly inboard is through two first U shaped steel of many expansion bolts fixed, two first U shaped steel below passes through bolted connection forked tail building carrier plate, the gypsum finish is pour to forked tail building carrier plate top, light steel joist roof beam subassembly side is pour the heat preservation concrete layer earlier, the fixed concrete finish that sets up of heat preservation concrete layer.
Furthermore, the light steel and light steel keel beam assembly comprises a plurality of second U-shaped steels, the upper ends of the second U-shaped steels are connected with the inner openings of four third U-shaped steels through bolts, and the four third U-shaped steels can be disassembled to form a ring.
Further, two be equipped with a plurality of through-holes on the first U shaped steel, a plurality of through-holes are type "oval" type setting, and two through being a plurality of between the first U shaped steel how many consolidate C shaped steel, a plurality of can be dismantled to the through-hole and connect consolidate C shaped steel lower extreme bolted connection the swallow tail building carrier plate, and many second U shaped steel sides are provided with the anchor strut, the anchor strut runs through the through-hole, just first U shaped steel passes through bolted connection the anchor strut.
Further, heat preservation concrete layer includes 600KG/M3 concrete heat preservation, many of 600KG/M3 concrete heat preservation both sides spinal cord vaulting pole, many the connection can be dismantled at the bracing piece both ends second U shaped steel or third U shaped steel, adjacent two be provided with how many muscle expansion nethike embrane between the bracing piece, muscle expansion nethike embrane outside spraying gypsum thick liquid face.
Furthermore, the net surface in the rib-expanding net film is formed by a plurality of Z-shaped structure plates, and the thickness of the rib-expanding net film is 0.35 cm.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the U-shaped steel is firstly used for preparing the corresponding beam, and the beam is fixed by the expansion bolt, so that the installation is simpler;
the bottom plate is supported through horizontal U shaped steel, then is consolidating through C shaped steel, is being through bottom bolted connection swallow tail building carrier plate, carries out the spraying gypsum layer at last, is being provided with heat preservation concrete layer through between two U shaped steel after the bottom plate is accomplished to at the surface at spraying gypsum surface course, thereby make building construction simpler.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic plan view of the present invention.
In the figure: 1. a light steel keel beam assembly; 11. a second U-shaped steel; 12. a third U-shaped steel; 13. a reinforcing rod; 2. a first U-shaped steel; 21. a through hole; 22. c-shaped steel; 3. a dovetail floor deck; 4. a heat-insulating concrete layer; 41. 600KG/M3 concrete heat insulation layer; 42. a support bar; the 43 tendons dilate the omentum.
Detailed Description
In order to facilitate an understanding of the invention, the invention will now be described more fully hereinafter with reference to the accompanying drawings, in which several embodiments of the invention are shown, but which may be embodied in different forms and not limited to the embodiments described herein, but which are provided so as to provide a more thorough and complete disclosure of the invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may be present, and when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present, as the terms "vertical", "horizontal", "left", "right" and the like are used herein for descriptive purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, and the knowledge of the terms used herein in the specification of the present invention is for the purpose of describing particular embodiments and is not intended to limit the present invention, and the term "and/or" as used herein includes any and all combinations of one or more of the associated listed items.
The embodiment provides a preparation process of an assembly type light steel framework gypsum wall, which comprises the following processing processes:
s1 base material: preparing raw material gypsum slurry, bending to obtain U-shaped steel meeting the specified specification, and cutting to obtain a dovetail floor bearing plate meeting the requirements;
s2 preparation of a beam body: the four corners of the base are welded and cement-poured to realize the fixation of the light steel keel foundation beams, and the four corners of the light steel keel foundation beams are annularly fixed through the light steel keels;
s3 floor preparation: fixing the cross beam by fixing the U-shaped steel on the inner side of the light steel keel beam in the step S2 through bolts, fixing the dovetail floor slab through expansion screws after fixing is completed, paving a pipeline above the dovetail floor bearing plate before the gypsum layer is poured, pouring the gypsum layer after the pipeline is paved, and when the gypsum layer is poured, firstly, using heat-preservation gypsum filler, after filling is completed, performing self-leveling and leveling through gypsum, and after finishing, paving a bottom plate on the bottom plate;
s4 preparation of the wall: arranging a plurality of reinforcing beams between the longitudinal light steel keel foundation beams in the step S2, preparing templates between the adjacent reinforcing beams, pouring concrete grain light heat-preservation concrete between the templates, detaching the templates, detachably connecting anti-cracking surfaces on two sides of the outer wall body through the reinforcing beams, spraying a gypsum slurry surface layer, and trowelling to finish.
In an embodiment, please refer to fig. 1-2, an assembly type light steel skeleton gypsum wall structure assembly includes a light steel keel beam assembly 1, two first U-shaped steels 2 are fixed inside the light steel keel beam assembly 1 through a plurality of expansion bolts, a dovetail floor support plate 3 is connected below the two first U-shaped steels 2 through bolts, a gypsum surface layer is cast above the dovetail floor support plate 3, a heat preservation concrete layer 4 is cast on one side of the light steel keel beam assembly 1, and concrete surface layers are fixedly arranged on two sides of the heat preservation concrete layer 4;
the light steel and light steel keel beam assembly 1 comprises a plurality of second U-shaped steels 11, the upper ends of the second U-shaped steels 11 are connected with inner openings of four third U-shaped steels 12 through bolts, and the four third U-shaped steels 12 can be disassembled to form a ring shape;
two be equipped with a plurality of through-holes 21 on the first U shaped steel 2, it is a plurality of through-hole 21 is type "oval" type setting, and two through a plurality of between the first U shaped steel 2 through what a plurality of reinforcement C shaped steel 22, a plurality of can be dismantled to connect through-hole 21 consolidate C shaped steel 22 lower extreme bolted connection dovetail building carrier plate 3, and many second U shaped steel 11 sides are provided with anchor strut 13, anchor strut 13 runs through-hole 21, just first U shaped steel 2 passes through bolted connection anchor strut 13.
Referring to fig. 1-2, the thermal insulation concrete layer 4 includes a 600KG/M3 concrete thermal insulation layer 41, a plurality of support rods 42 are disposed on two sides of the 600KG/M3 concrete thermal insulation layer 41, two ends of the plurality of support rods 42 are detachably connected to the second U-shaped steel 11 or the third U-shaped steel 12, a plurality of rib expansion net films 43 are disposed between two adjacent support rods 42, and gypsum plaster is sprayed on the outer sides of the rib expansion net films 43;
the net surface in the tendon-expansion net film 43 is composed of a plurality of Z-shaped structural plates, and the thickness of the tendon-expansion net film 43 is 0.35 cm.
The operation principle is as follows: firstly, fixing a plurality of second U-shaped steels and a base through pouring or welding, and after the fixing is finished, performing annular fixing on the upper ends of the second U-shaped steels through four third U-shaped steels;
after the fixing is finished, the plurality of second U-shaped steels and the first U-shaped steel are detachably connected through expansion bolts, and corresponding first U-shaped steel is reinforced and supported through reinforcing rods;
then bolt-connecting dovetail floor bearing plates below the two first U-shaped steels, then arranging a plurality of through holes on the first U-shaped steels, slidably connecting C-shaped steels through coaxial through holes on the two first U-shaped steels, bolt-connecting the dovetail floor bearing plates through the C-shaped steels, fixing bolts at intervals of 40cm, pouring gypsum fillers on the dovetail floor bearing plates, spraying gypsum after filling, and self-leveling to obtain a plane, and simultaneously directly spraying gypsum slurry below the dovetail floor bearing plates to form a bottom surface;
formwork between two adjacent second U shaped steel after the floor is accomplished, then pour 600KG/M3 concrete heat preservation, pour and accomplish the back and remove the mould, through many spinal branchs vaulting pole of bolt fastening, muscle expansion nethike embrane can be fixed simultaneously, fixed completion back, obtaining the wall through the spraying gypsum thick liquid.
The foregoing embodiments and description have been presented only to illustrate the principles and preferred embodiments of the invention, and various changes and modifications may be made therein without departing from the spirit and scope of the invention as hereinafter claimed.
Claims (8)
1. The preparation process of the assembled lightweight steel framework gypsum wall body is characterized by comprising the following steps of: the processing technology comprises the following steps:
s1 base material: preparing raw material gypsum slurry, bending to obtain U-shaped steel meeting the specified specification, and cutting to obtain a dovetail floor bearing plate meeting the requirements;
s2 preparation of a beam body: the four corners of the base are welded and cement-poured to realize the fixation of the light steel keel foundation beams, and the four corners of the light steel keel foundation beams are annularly fixed through the light steel keels;
s3 floor preparation: fixing the beam by fixing the U-shaped steel through bolts at the inner side of the light steel keel beam in the step S2, fixing the dovetail floor through expansion screws after the fixing is finished, and pouring a gypsum layer;
s4 preparation of the wall: arranging a plurality of reinforcing beams between the longitudinal light steel keel foundation beams in the step S2, preparing templates between the adjacent reinforcing beams, pouring concrete grain light heat-preservation concrete between the templates, detaching the templates, detachably connecting anti-cracking surfaces on two sides of the outer wall body through the reinforcing beams, spraying a gypsum slurry surface layer, and trowelling to finish.
2. The preparation process of the assembly type light steel framework gypsum wall body according to claim 1, which is characterized in that: in the step S3, before the gypsum layer is poured, a pipeline is laid above the dovetail floor bearing plate, and after the pipeline is laid, the gypsum layer is poured.
3. The preparation process of the assembled lightweight steel framework gypsum wall body according to claim 2, characterized in that: when the gypsum layer is poured, the heat-preservation gypsum filler is filled, self-leveling is carried out on the gypsum after filling, and the bottom plate is laid on the gypsum after filling.
4. Assembled lightweight steel framework gypsum wall body structure subassembly, its characterized in that: including light gauge steel roof beam subassembly (1), light gauge steel roof beam subassembly (1) inboard is through two first U shaped steel (2) of many expansion bolts fixed, two first U shaped steel (2) below is through bolted connection swallow tail building carrier plate (3), the gypsum surface course is pour to swallow tail building carrier plate (3) top, light gauge steel roof beam subassembly (1) side is pour heat preservation concrete layer (4) earlier, the fixed concrete surface course that sets up in heat preservation concrete layer (4) both sides.
5. The fabricated lightweight steel framework gypsum wall structure component of claim 4, wherein: the light steel keel beam assembly (1) comprises a plurality of second U-shaped steels (11) and a plurality of second U-shaped steels (11) are connected with the upper ends of the second U-shaped steels (11) through bolts to form inner openings of four third U-shaped steels (12), and the third U-shaped steels (12) can be disassembled to form a ring.
6. The fabricated lightweight steel framework gypsum wall structure component of claim 5, wherein: two be equipped with a plurality of through-holes (21) on first U shaped steel (2), it is a plurality of through-hole (21) are type "oval" type setting, and two through a plurality of between first U shaped steel (2) through-hole (21) can be dismantled and connect how many reinforcement C shaped steel (22), and are a plurality of consolidate C shaped steel (22) lower extreme bolted connection swallow-tailed building carrier plate (3), and many second U shaped steel (11) sides are provided with anchor strut (13), anchor strut (13) run through-hole (21), just first U shaped steel (2) pass through bolted connection anchor strut (13).
7. The fabricated lightweight steel framework gypsum wall structure component of claim 4, wherein: insulation concrete layer (4) include 600KG/M3 concrete heat preservation (41), many of 600KG/M3 concrete heat preservation (41) both sides many bracing pieces (42), many the connection can be dismantled at bracing piece (42) both ends second U shaped steel (11) or third U shaped steel (12), adjacent two be provided with how many muscle expansion nethike embrane (43) between bracing piece (42), muscle expansion nethike embrane (43) outside spraying gypsum thick liquid face.
8. The fabricated lightweight steel framework gypsum wall structure component of claim 7, wherein: the net surface in the tendon-expanding net film (43) is composed of a plurality of Z-shaped structural plates, and the thickness of the tendon-expanding net film (43) is 0.35 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111106475.5A CN114457913A (en) | 2021-09-22 | 2021-09-22 | Preparation process of assembled light steel framework gypsum wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111106475.5A CN114457913A (en) | 2021-09-22 | 2021-09-22 | Preparation process of assembled light steel framework gypsum wall |
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| CN114457913A true CN114457913A (en) | 2022-05-10 |
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| CN202111106475.5A Pending CN114457913A (en) | 2021-09-22 | 2021-09-22 | Preparation process of assembled light steel framework gypsum wall |
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|---|---|---|---|---|
| US5353560A (en) * | 1992-06-12 | 1994-10-11 | Heydon Building Systems International, Limited | Building structure and method of use |
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102359182A (en) * | 2011-08-09 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light steel house structure |
| CN203320691U (en) * | 2013-05-23 | 2013-12-04 | 北京门窗发展有限公司 | Light steel and concrete house building system |
| KR101626010B1 (en) * | 2015-11-03 | 2016-05-31 | (주)나엘에스피 | junctional structure of composite beam |
| JP6306762B1 (en) * | 2017-02-14 | 2018-04-04 | 劉泰佑 | Light steel building structure |
| CN207405824U (en) * | 2017-11-13 | 2018-05-25 | 李秋娜 | A kind of green walling insulation construction of assembled architecture |
| CN209353548U (en) * | 2018-09-30 | 2019-09-06 | 广东优筑建设工程有限公司 | A kind of floor for light steel assembled building |
| CN111395643A (en) * | 2020-04-17 | 2020-07-10 | 华新顿现代钢结构制造有限公司 | Profiled steel floor for cold-formed thin-wall steel building |
| CN211816891U (en) * | 2019-12-20 | 2020-10-30 | 张云龙 | Passive room with light steel structure and near-zero energy consumption |
| CN112323967A (en) * | 2020-11-27 | 2021-02-05 | 湖南省第五工程有限公司 | Light and anti-seismic fabricated passive house and construction method |
-
2021
- 2021-09-22 CN CN202111106475.5A patent/CN114457913A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5353560A (en) * | 1992-06-12 | 1994-10-11 | Heydon Building Systems International, Limited | Building structure and method of use |
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN102359182A (en) * | 2011-08-09 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light steel house structure |
| CN203320691U (en) * | 2013-05-23 | 2013-12-04 | 北京门窗发展有限公司 | Light steel and concrete house building system |
| KR101626010B1 (en) * | 2015-11-03 | 2016-05-31 | (주)나엘에스피 | junctional structure of composite beam |
| JP6306762B1 (en) * | 2017-02-14 | 2018-04-04 | 劉泰佑 | Light steel building structure |
| CN207405824U (en) * | 2017-11-13 | 2018-05-25 | 李秋娜 | A kind of green walling insulation construction of assembled architecture |
| CN209353548U (en) * | 2018-09-30 | 2019-09-06 | 广东优筑建设工程有限公司 | A kind of floor for light steel assembled building |
| CN211816891U (en) * | 2019-12-20 | 2020-10-30 | 张云龙 | Passive room with light steel structure and near-zero energy consumption |
| CN111395643A (en) * | 2020-04-17 | 2020-07-10 | 华新顿现代钢结构制造有限公司 | Profiled steel floor for cold-formed thin-wall steel building |
| CN112323967A (en) * | 2020-11-27 | 2021-02-05 | 湖南省第五工程有限公司 | Light and anti-seismic fabricated passive house and construction method |
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