CN114607037B - Assembled cable concrete building structure - Google Patents
Assembled cable concrete building structure Download PDFInfo
- Publication number
- CN114607037B CN114607037B CN202210069975.4A CN202210069975A CN114607037B CN 114607037 B CN114607037 B CN 114607037B CN 202210069975 A CN202210069975 A CN 202210069975A CN 114607037 B CN114607037 B CN 114607037B
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- steel cable
- bolt
- precast
- building structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 63
- 239000010959 steel Substances 0.000 claims abstract description 63
- 238000010276 construction Methods 0.000 claims abstract description 16
- 230000006835 compression Effects 0.000 claims description 4
- 238000007906 compression Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04B1/0007—Base structures; Cellars
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/22—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material with parts being prestressed
-
- 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
- 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
-
- 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
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides an assembled steel cable concrete building structure, and belongs to the technical field of building structure design. The assembly type steel cable concrete building structure comprises a prefabricated foundation, prefabricated columns, prefabricated beams, prefabricated floor slabs, steel cables and special bolts; the steel cable is connected with the building structure in an overlapping mode and penetrates through the steel cable in a pulling mode to form a building structure whole with certain earthquake resistance strength, so that the assembly efficiency and the economic cost of the assembly type building are better improved compared with those of the existing assembly type building. The invention can realize complete dry operation and reduce the construction complexity; meanwhile, the building structure has high assembly rate and good integrity, and the safety of the building structure is ensured; finally, the structural system adopts a complete assembly mode, the requirement degree on workers is low, and the problem of insufficient labor force in China is solved.
Description
Technical Field
The invention belongs to the technical field of building structure design, and relates to an assembled steel cable concrete building structure.
Background
At present, domestic fabricated buildings can be divided into fabricated cast-in-place systems, fabricated shear wall systems and fabricated frame systems, but the overall quality is not very considerable. The main reason is that the cast-in-place member in the original drawing is designed to be disassembled instead of adopting the design idea of the fabricated building, and the following problems exist:
at present, the components are connected by adopting a concrete cast-in-place mode, the connection standards of all the places are different, the country does not have unified standards and acceptance standards, and the mode is greatly influenced by temperature and humidity. The quality of the fabricated construction project cannot be generalized from place to place.
The acceptance standard of the construction quality needs to be improved. The connecting steel bars of the prefabricated parts are bent frequently in the transportation process, so that in the normal construction process, workers can shear the steel bars because the steel bars of the prefabricated parts cannot be inserted into the reserved hole seams of the prefabricated parts, and the connection quality is difficult to guarantee.
The grouting process on site is still immature, grouting is likely to be insufficient, and air bubbles are left, so that the construction quality problem is difficult to guarantee.
The energy consumption is large in the construction process, and the generated construction waste is more, so that the requirement of environmental protection is not met.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides an assembly type steel cable concrete building structure, which is formed into a building structure whole with certain earthquake resistance strength by overlapping and pulling through a steel cable, so that the assembly efficiency and the economic cost of the assembly type building are better improved compared with those of the existing assembly type building. The structural system can realize complete dry operation, and reduce the construction complexity; meanwhile, the building structure has high assembly rate and good integrity, and the safety of the building structure is ensured; finally, the structural system adopts a complete assembly mode, the requirement degree on workers is low, and the problem of insufficient labor force in China is solved.
In order to achieve the purpose, the invention adopts the technical scheme that:
an assembled steel cable concrete building structure comprises a prefabricated foundation 1, prefabricated columns 2, prefabricated beams 3, prefabricated floor slabs 4, steel cables 5 and specially-made bolts 8.
The lower end of the prefabricated column 2 is inserted into a clamping groove in the top of the prefabricated foundation 1, the prefabricated column 2 is connected with a reserved hole 7 in the prefabricated foundation 1 through a steel cable 5, the upper end of the steel cable 5 is fixed through a special bolt 8, and the lower end of the steel cable 5 is locked in a groove in the bottom of the prefabricated foundation 1 through a lock catch 6, so that the prefabricated column is connected with the prefabricated foundation.
The prefabricated column 2 is slightly different in structure according to different positions and is divided into an inner prefabricated column 2-1, an edge prefabricated column 2-2 and a corner prefabricated column 2-3. Wherein, the bracket is arranged around the upper part of the internal prefabricated column 2-1, the through reserved holes 7 are arranged in the internal horizontal two directions, and the reserved holes in the horizontal two directions are staggered up and down; the upper parts of the side prefabricated columns 2-2 are provided with brackets in three directions, and reserved holes in the two horizontal directions in the side prefabricated columns are staggered up and down in a T shape; the corner prefabricated column 2-3 is only provided with brackets in two adjacent directions, and holes reserved in two horizontal directions in the corner prefabricated column are connected to form a right angle.
The precast beams 3 are lapped on the brackets of two adjacent precast columns 2, and the precast columns are connected with the reserved holes on the precast beams through steel cables 5; after each group of prefabricated columns and prefabricated beams are penetrated, the steel cable 5 is tensioned and fastened at the end of the steel cable by a special bolt 8 until all the prefabricated columns and the prefabricated beams in the transverse and longitudinal directions of one layer are connected. The steel cables 5 in the transverse and longitudinal directions are staggered up and down, and the precast beam at the outermost circle of each layer is connected with the precast column by the whole steel cable 5 to play a role of a ring beam.
Four sides of the precast floor slab 4 are lapped on the precast beam 3, and the precast beam 3 is aligned with the groove at the lower part of the precast floor slab 4 by using the bulge at the upper part of the precast beam. The precast floor slab 4 is connected with the preformed hole 7 at the bulge part on the precast beam 3 through a steel cable 5, and the precast beam 3 and the precast floor slab 4 are fixed through an expansion bolt 9 and a bolt compression bar 10 to realize the connection of the two.
And after the construction of one layer is finished, the construction of the next layer is carried out. The prefabricated columns 2 of each layer are connected by steel cables 5, and the steel cables 5 are fixed by special bolts 8 at the ends of the prefabricated columns 2 of each layer to form a complete steel cable concrete building structure.
Further, the special bolt 8 comprises two symmetrical semicircular shells and a common bolt 13, and threads are arranged inside and outside the semicircular shells. The connection mode of the special bolt 8 is as follows: the bolt shell with the sharp spine inside is pricked into the steel cable to form a whole with the steel cable, and then the fixing ring 12 is sleeved into the tail part of the bolt shell to fix the bolt shell. A semicircular shell of the special bolt 8 is wrapped outside the bolt shell and fastened by a common bolt 13, and simultaneously penetrates through the reserved hole 7 and is screwed, the internal thread of the shell is matched and connected with the bolt shell, and the external thread is matched and connected with the reserved hole 7, so that the steel cable is fixed at a specific position.
The invention has the beneficial effects that:
all components related in the invention can be prefabricated in a factory and directly assembled on site; the on-site wet operation is completely avoided, the construction is convenient and fast, and the weather influence is avoided.
The building structure has high assembly rate and good integrity, and ensures the safety of the building structure.
All the components can be recycled after being dismantled, and construction waste is reduced.
The structural system adopts a fully assembled form, and has low requirement on workers.
Drawings
FIG. 1 is a schematic view of a single layer steel rope concrete building structure.
Fig. 2 is a schematic diagram of the connection between the prefabricated column and the prefabricated foundation.
Fig. 3 is a schematic structural view of an inner prefabricated column, wherein (a) is an elevation view and (b) is a plan view.
Fig. 4 is a schematic structural view of a corner prefabricated column, wherein (a) is an elevation view and (b) is a plan view.
Fig. 5 is a schematic structural view of the edge precast column, in which (a) is an elevation view and (b) is a plan view.
Fig. 6 is a schematic structural view of a precast beam, in which (a) is a horizontal transverse direction and (b) is a horizontal longitudinal direction.
Fig. 7 is a schematic view illustrating overlapping of precast girders and precast columns according to the present invention.
Fig. 8 is a schematic view illustrating overlapping of precast girders and precast floor slabs according to the present invention.
Fig. 9 is a schematic view of a bolt housing.
FIG. 10 is a schematic view of a specially made bolt.
In the figure: 1, prefabricating a foundation; 2, prefabricating a column; 2-1, prefabricating a column inside; 2-2 sides of the prefabricated column; 2-3, prefabricating a column at the corner; 3, prefabricating a beam; 4, prefabricating a floor slab; 5 a steel cable; 6, locking and buckling; 7 inner holes; 8, manufacturing a special bolt; 9 expansion bolts; 10 bolt compression bars; 12, fixing a ring; 13 ordinary bolt.
Detailed description of the preferred embodiments
The following further describes a specific embodiment of the present invention with reference to the drawings and technical solutions.
An assembled steel cable concrete building structure comprises a prefabricated foundation 1, prefabricated columns 2, prefabricated beams 3, prefabricated floor slabs 4, steel cables 5 and specially-made bolts 8.
The prefabricated column 2 is slightly different in structure according to different positions and is divided into an inner prefabricated column 2-1, an edge prefabricated column 2-2 and a corner prefabricated column 2-3. Wherein, the bracket is arranged around the upper part of the internal prefabricated column 2-1, the through reserved holes 7 are arranged in the internal horizontal two directions, and the reserved holes in the horizontal two directions are staggered up and down; the upper parts of the side prefabricated columns 2-2 are provided with brackets in three directions, and the reserved holes in the horizontal two directions in the side prefabricated columns are staggered up and down in a T shape; the corner prefabricated column 2-3 is only provided with brackets in two adjacent directions, and the holes reserved in the two horizontal directions in the corner prefabricated column are connected to form a right angle.
All prefabricated foundations 1 are placed in place, the prefabricated columns 2 are inserted into clamping grooves in the tops of the prefabricated foundations 1, the prefabricated columns 2 are connected with reserved holes 7 in the prefabricated foundations 1 through steel cables 5, the upper ends of the steel cables 5 are fixed to the tops of the prefabricated columns 2 through specially-made bolts 8, the lower ends of the steel cables 5 are fixed in grooves in the bottoms of the prefabricated foundations 1 through lock catches 6, and the prefabricated columns 2 and the prefabricated foundations 1 are fastened tightly. The connection of all prefabricated columns and the prefabricated foundation is completed in the mode.
The precast beams 3 are lapped on the brackets of two adjacent precast columns 2, and the precast columns are connected with the reserved holes on the precast beams through steel cables 5; after each group of prefabricated columns and prefabricated beams are penetrated, the steel cables 5 are tensioned and fastened at the ends of the steel cables by special bolts 8 until all the prefabricated columns and the prefabricated beams in the transverse and longitudinal directions of one layer are connected. The steel cables 5 in the transverse and longitudinal directions are staggered up and down, and the precast beam at the outermost circle of each layer is connected with the precast column by the whole steel cable 5 to play a role of a ring beam.
Four sides of the precast floor slab 4 are lapped on the precast beam 3, and the precast beam 3 is aligned with the groove at the lower part of the precast floor slab 4 by using the bulge at the upper part of the precast beam. The steel cable 5 connects the bulge on the precast beam 3 with the reserved hole 7 on the precast floor slab 4, the precast floor slab 4 is fixed with the precast beam 3 by the expansion bolt 9, then the bolt compression bar 10 is screwed in from the top end of the bulge of the precast beam 3 and screwed, and the steel cable 5 at the lower part is extruded to generate friction force for fixing, thereby realizing the connection of the precast beam and the precast floor slab.
And after the construction of one layer is finished, the construction of the next layer is carried out. The upper prefabricated column 2 and the lower prefabricated column 2 are connected by a steel cable 5, and the steel cable 5 is fixed at the end of each prefabricated column by a special bolt 8 to form a complete steel cable concrete building.
The special bolt 8 comprises two symmetrical semicircular shells and a common bolt 13, and threads are arranged inside and outside the semicircular shells. The connection mode of the special bolt 8 is as follows: the bolt shell with the sharp spine inside is pricked into the steel cable to form a whole with the steel cable, and then the fixing ring 12 is sleeved into the tail part of the bolt shell to fix the bolt shell. A semicircular shell of the special bolt 8 is wrapped outside the bolt shell and fastened by a common bolt 13, and simultaneously penetrates through the reserved hole 7 and is screwed, the internal thread of the shell is matched and connected with the bolt shell, and the external thread is matched and connected with the reserved hole 7, so that the steel cable is fixed at a specific position.
The above-mentioned embodiments only express the embodiments of the present invention, but they should not be understood as the limitation of the scope of the present invention, it should be noted that those skilled in the art can make several variations and modifications without departing from the inventive concept, and these all fall into the protection scope of the present invention.
Claims (1)
1. An assembly type steel cable concrete building structure is characterized by comprising a prefabricated foundation (1), prefabricated columns (2), prefabricated beams (3), prefabricated floors (4), steel cables (5) and specially-made bolts (8);
the lower end of the prefabricated column (2) is inserted into a clamping groove in the top of the prefabricated foundation (1), the prefabricated column (2) is connected with a reserved hole (7) in the prefabricated foundation (1) through a steel cable (5), the upper end of the steel cable (5) is fixed through a special bolt (8), and the lower end of the steel cable is locked in a groove in the bottom of the prefabricated foundation (1) through a lock catch (6), so that the prefabricated column is connected with the prefabricated foundation;
the prefabricated column (2) is different in structure according to different positions and is divided into an inner prefabricated column (2-1), an edge prefabricated column (2-2) and a corner prefabricated column (2-3); wherein, the bracket is arranged around the upper part of the inner prefabricated column (2-1), the through reserved holes are arranged in the inner part of the inner prefabricated column in two horizontal directions, and the reserved holes in the two horizontal directions are staggered up and down; the upper parts of the side prefabricated columns (2-2) are provided with brackets in three directions, and the reserved holes in the horizontal two directions in the side prefabricated columns are staggered up and down in a T shape; the corner prefabricated column (2-3) only has brackets in two adjacent directions, and holes reserved in the corner prefabricated column in two horizontal directions are connected to form a right angle;
the precast beams (3) are lapped on the brackets of two adjacent precast columns (2), and the precast columns are connected with the reserved holes on the precast beams through steel cables (5); after each group of prefabricated columns and prefabricated beams penetrate through, the steel cable (5) is tensioned and fastened by a special bolt (8) at the end of the steel cable until all the prefabricated columns and the prefabricated beams in the transverse and longitudinal directions of one layer are connected; the precast beam at the outermost ring of each layer is connected with the precast column by a whole steel cable (5) to play a role of a ring beam;
four sides of the precast floor slab (4) are lapped on the precast beam (3), and the precast beam (3) and the groove at the lower part of the precast floor slab (4) are aligned by using the bulge at the upper part of the precast beam (3); the prefabricated floor (4) is connected with a reserved hole (7) at a bulge on the prefabricated beam (3) through a steel cable (5), and the prefabricated beam (3) and the prefabricated floor (4) are connected and fixed through an expansion bolt (9) and a bolt compression bar (10);
after the construction of one layer is finished, the construction of the next layer is carried out; each layer of prefabricated columns (2) are connected by a steel cable (5), and the end of each layer of prefabricated column (2) is fixed by a special bolt (8) to form a complete steel cable concrete building structure;
the special bolt (8) comprises two symmetrical semicircular shells and a common bolt (13), and threads are arranged inside and outside the semicircular shells; the connecting mode of the special bolt (8) is as follows: the bolt shell with the sharp spine inside is pricked into the steel cable to form a whole with the steel cable, and then the fixing ring (12) is sleeved into the tail part of the bolt shell to fix the bolt shell; a semicircular shell of the special bolt (8) is wrapped outside the bolt shell and fastened by a common bolt (13), and simultaneously penetrates through the reserved hole and is screwed, the internal thread of the shell is connected with the bolt shell in a matching way, and the external thread is connected with the reserved hole in a matching way, so that the steel cable is fixed at a specific position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210069975.4A CN114607037B (en) | 2022-01-21 | 2022-01-21 | Assembled cable concrete building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210069975.4A CN114607037B (en) | 2022-01-21 | 2022-01-21 | Assembled cable concrete building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114607037A CN114607037A (en) | 2022-06-10 |
| CN114607037B true CN114607037B (en) | 2023-03-17 |
Family
ID=81857665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210069975.4A Active CN114607037B (en) | 2022-01-21 | 2022-01-21 | Assembled cable concrete building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114607037B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439116A (en) * | 2019-08-09 | 2019-11-12 | 昌大建筑科技有限公司 | Concrete assembles dry construction linked system entirely |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3240959B2 (en) * | 1997-06-11 | 2001-12-25 | 株式会社大林組 | Fixing tool for belt-shaped PC tendon |
| CN205742747U (en) * | 2016-06-30 | 2016-11-30 | 青岛建安建设集团有限公司 | Precast concrete column and prefabricated assembled concrete framework |
| CN106049672B (en) * | 2016-08-05 | 2018-05-18 | 盐城工学院 | A kind of assembled energy-saving builds bridging arrangement |
| CN206815545U (en) * | 2017-03-31 | 2017-12-29 | 中民筑友科技投资有限公司 | A kind of assembled beam-column node |
| CN212128862U (en) * | 2020-02-07 | 2020-12-11 | 吴娟梅 | Steel cable fixing device for bridge construction |
-
2022
- 2022-01-21 CN CN202210069975.4A patent/CN114607037B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN114607037A (en) | 2022-06-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108049633B (en) | Precast concrete frame beam column joint construction method | |
| CN105863110B (en) | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system | |
| WO2016197919A1 (en) | Prefabricated light steel concrete plate column structure and construction method therefor | |
| CN106149882A (en) | A kind of lateral resisting and antigravity separate steel structure of housing system and construction method thereof | |
| CN105064529A (en) | Prefabricated and assembled large-board shear wall structure with concealed bracings | |
| CN203080965U (en) | Intelligent steel structure anti-seismic villa | |
| CN109057004A (en) | A kind of assembled steel-Combined concrete frame and its connection installation method | |
| CN108755955A (en) | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN114607037B (en) | Assembled cable concrete building structure | |
| CN105569222A (en) | Vertical connection technology for precast assembled large panel shear walls with concealed supports | |
| CN203361331U (en) | Steel-frame-structured standardized house or villa | |
| CN106245755A (en) | Diagonal brace enhanced type steel frame-shear wall assembled Big Space Residence system | |
| CN110593449A (en) | Assembly type light vertical bar plate type bearing wall structure and construction method thereof | |
| CN206015882U (en) | The steel structure of housing system that a kind of lateral resisting and antigravity separate | |
| CN211007029U (en) | Steel cable tensioning wall for assembly type building and structure thereof | |
| CN110284594B (en) | Full-bolt connection assembly type floor composite beam steel pipe column frame joint and forming method thereof | |
| CN103225344A (en) | Hollow steel section-concrete combined framework and construction method thereof | |
| CN115030400B (en) | High-strength flexible rope connected combined wallboard structure system | |
| CN217500558U (en) | Precast concrete module building | |
| CN215330420U (en) | Roof structure, roof and wall stand column connecting structure, house framework and house | |
| CN211874127U (en) | Prefabricated enclosure and mounting structure thereof | |
| CN114753489A (en) | Prefabricated beam column node and novel assembled reinforced concrete building thereof | |
| CN114293686A (en) | Profiled steel reinforced concrete combined shear wall, connecting joint and construction method | |
| CN211200814U (en) | Assembled light vertical bar plate type bearing wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |