CN114856036B - Recycled concrete ribbed membrane shell concrete shear wall - Google Patents
Recycled concrete ribbed membrane shell concrete shear wall Download PDFInfo
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- CN114856036B CN114856036B CN202210592226.XA CN202210592226A CN114856036B CN 114856036 B CN114856036 B CN 114856036B CN 202210592226 A CN202210592226 A CN 202210592226A CN 114856036 B CN114856036 B CN 114856036B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a recycled concrete ribbed membrane shell concrete shear wall, relates to the field of prefabricated components, and aims to solve the problems that the traditional prefabricated wall board does not form standard size, different projects need to customize different steel moulds and the cost of templates is increased, and the recycled concrete ribbed membrane shell concrete shear wall comprises a support template and a replacement template, wherein the support template and the replacement template are formed by splicing a plurality of unit wall boards; a plurality of inter-plate concrete ribs are arranged between the supporting templates and the replacing templates, the supporting templates and the replacing templates are connected with the inter-plate concrete ribs, a plurality of reinforcing ribs which are arranged transversely and longitudinally are arranged at the inter-plate concrete ribs to form a pouring framework, and lifting pieces are pre-buried at the top of each inter-plate concrete rib. This application has the cost of manufacture that reduces prefabricated wallboard, improves the effect of the practicality of prefabricated wallboard.
Description
Technical Field
The application relates to the field of prefabricated parts, in particular to a recycled concrete ribbed membrane shell concrete shear wall.
Background
The traditional prefabricated wallboard adopts a mode of prefabricated production by a mould in a component factory and then transportation to a construction site for construction, so that a mature industrial chain is formed.
However, conventional prefabricated wall panels are not formed in standard sizes, and different projects require different steel molds to be customized, increasing the cost of the mold plate, and therefore, improvement is required.
Disclosure of Invention
In order to reduce the manufacturing cost of the prefabricated wallboard and improve the practicability of the prefabricated wallboard, the application provides a recycled concrete ribbed shell concrete shear wall.
The application provides a recycled concrete ribbed membrane shell concrete shear wall which adopts the following technical scheme:
the regenerated concrete ribbed membrane shell concrete shear wall comprises a supporting template and a replacing template, wherein the supporting template and the replacing template are formed by splicing a plurality of unit wallboards; a plurality of inter-plate concrete ribs are arranged between the supporting templates and the replacing templates, the supporting templates and the replacing templates are connected with the inter-plate concrete ribs, a plurality of reinforcing ribs which are arranged transversely and longitudinally are arranged at the inter-plate concrete ribs to form a pouring framework, and lifting pieces are pre-buried at the top of each inter-plate concrete rib.
By adopting the technical scheme, the inter-plate concrete ribs are integrally poured in a factory and formed at one time, the concrete ribs are made of HPC high-performance concrete, the integral rigidity of the shear wall is improved, and the crack resistance of the concrete ribs is improved; the unit wallboard is manufactured according to the templates with fixed specifications, then the materials are transported to a construction site for site assembly, the spliced materials are moved to a designated position by using a lifting piece, then concrete is poured into the supporting templates and the replacement templates, and the supporting templates and the replacement templates can be detached after maintenance is finished; the modular unit wallboards are spliced to manufacture the support templates and the replacement templates, so that the support templates and the replacement templates can be flexibly assembled according to different required sizes, the die cost is reduced, and the large-span installation is realized; meanwhile, the shear wall is used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced. And the transportation cost and the hoisting cost are reduced.
Optionally, the material that uses of support template and replacement template is the same, the concrete rib has preset a plurality of through-holes along vertical direction between the board, run through in the through-hole and be provided with first screw rod, support template and replacement template are run through respectively at the both ends of first screw rod to be connected with first connecting strip.
By adopting the technical scheme, the shear wall can be used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced, and the transportation cost and the hoisting cost are reduced; and after the on-site concrete pouring is finished, the support template and the replacement template are removed, and finally the recycling is realized.
Optionally, the use materials of support template and replacement template are different, the concrete rib has a plurality of screw sleeve in advance along vertical direction between the board, screw sleeve internal thread is connected with the second screw rod, the second screw rod runs through support template to be connected with the second connecting strip.
By adopting the technical scheme, the concrete ribs between the plates are integrally poured in a factory and formed at one time; the unit wallboard is manufactured according to the templates with fixed specifications, then the materials are transported to a construction site for site assembly, the spliced materials are moved to a designated position by using a lifting piece, concrete is poured into the support templates and the replacement templates, the support templates can be detached after the pouring is completed, and the replacement templates become the outer wall; the unit wallboards are spliced to manufacture a supporting template and a replacement template, so that the supporting template and the replacement template can be flexibly assembled according to the actually required wall body size, and the large-span installation is realized; meanwhile, the shear wall is used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced. And the transportation cost and the hoisting cost are reduced.
Optionally, the inter-plate concrete rib is pre-buried along vertical direction to have a plurality of fixed connecting rods, be connected with a plurality of movable connecting rods on the replacement template, fixed connecting rod links to each other with movable connecting rod.
Through adopting above-mentioned technical scheme, the outside of replacement template needs the no damage condition, consequently can't open the trompil and supply the screw rod to pass as supporting the template, consequently adopts pre-buried connecting rod and movable connecting rod's mode to link together replacement template and inter-plate concrete rib, and the lateral wall of the orientation of replacement template departure from inter-plate concrete rib is the no damage defect this moment, can regard as the outer wall to use.
Optionally, the fixed connecting rod is connected with the movable connecting rod through an inclined rod.
Through adopting above-mentioned technical scheme, connect the fixed connecting rod and move the connecting rod for the hang lever, the fixed connecting rod is the level and pre-buried in the inter-plate concrete rib this moment, therefore hang lever and the force of fixed connecting rod junction, by the inter-plate concrete rib support a part atress, make the structure of shear force wall more stable.
Optionally, the fixed connecting rod is connected with the movable connecting rod through a vertical rod, and at the moment, the end part of the fixed connecting rod extends out of the side wall of the inter-plate concrete rib and is perpendicular to the vertical rod.
Through adopting above-mentioned technical scheme, connect the fixed connecting rod and move the connecting rod for vertical pole, the setting of vertical pole makes holistic atress be regular state and the processing of fixed connecting rod, moving connecting rod and the vertical pole that sets up perpendicularly also comparatively convenient.
Optionally, the first screw and the second screw each include two end screws and a plurality of middle screws, two the end screws are disposed at two ends of the vertical direction, a plurality of the middle screws are disposed between the two end screws, and a distance between adjacent middle screws increases with elevation.
By adopting the technical scheme, in the pouring process, as the depth of the concrete is larger, the pressure exerted by the concrete on the templates at two sides is also larger, so that the templates and the inter-plate concrete ribs close to the ground are required to be denser.
Optionally, a plurality of limiting holes for the transverse reinforcing steel bars to pass through are formed on two sides of the inter-plate concrete rib, and the reinforcing steel bars longitudinally arranged are connected with the reinforcing steel bars transversely arranged.
By adopting the technical scheme, the limiting holes are formed in the inter-plate concrete ribs, so that the transversely arranged reinforcing ribs are embedded in the inter-plate concrete ribs through the limiting holes, the template and the inter-plate concrete ribs are connected without redundant gaps, the connection is more compact, and the stability of the integral template frame is improved.
Optionally, stirrups are arranged on the adjacent reinforcing ribs which are transversely arranged, and the stirrups compress the reinforcing ribs which are transversely arranged on the inner side walls of the limiting holes.
Through adopting above-mentioned technical scheme, link up the reinforcement strip that transversely sets up with the reinforcement strip that vertically sets up through the stirrup, it is more convenient in direct welding, saved time and labour cost at the construction shear wall frame.
Optionally, a bending part is arranged at the top of the steel bar longitudinally arranged, and the lowest point of the bending part is not lower than the top end of the supporting template.
By adopting the technical scheme, the steel bars at the bending part can bear positive bending moment near the midspan as the longitudinal tension steel bars; but also resists shearing forces.
In summary, the present application includes at least one of the following beneficial technical effects:
1. integrally pouring the inter-plate concrete rib in a factory, and forming the inter-plate concrete rib at one time, wherein the concrete rib adopts HPC high-performance concrete, so that the overall rigidity of the shear wall is improved, and the crack resistance of the concrete rib is improved; the unit wallboard is manufactured according to the templates with fixed specifications, then the materials are transported to a construction site for site assembly, the spliced materials are moved to a designated position by using a lifting piece, then concrete is poured into the supporting templates and the replacement templates, and the supporting templates and the replacement templates can be detached after maintenance is finished; the modular unit wallboards are spliced to manufacture the support templates and the replacement templates, so that the support templates and the replacement templates can be flexibly assembled according to different required sizes, the die cost is reduced, and the large-span installation is realized; meanwhile, the shear wall is used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced. The transportation cost and the hoisting cost are reduced;
2. the outside of the replacement template needs no damage condition, so the replacement template cannot be perforated as the support template for the screw rod to pass through, the replacement template and the inter-plate concrete rib are connected in a mode of pre-buried connecting rods and movable connecting rods, and the side wall of the replacement template, which deviates from the direction of the inter-plate concrete rib, is free from damage defects and can be used as an outer wall.
Drawings
Fig. 1 is a schematic structural view of a recycled concrete ribbed shell concrete shear wall in example 1 of the present application.
Fig. 2 is a schematic cross-sectional view of embodiment 1 of the present application for embodying the first screw position.
Fig. 3 is a schematic structural view of a recycled concrete ribbed shell concrete shear wall in example 2 of the present application.
Fig. 4 is a schematic cross-sectional view of embodiment 2 of the present application for embodying the position of the second screw.
Fig. 5 is a schematic cross-sectional view showing the positional relationship among the vertical rod, the fixed connecting rod and the movable connecting rod in embodiment 3 of the present application.
Reference numerals illustrate: 1. supporting a template; 2. replacing the template; 3. inter-plate concrete ribs; 31. a lifting member; 32. a through hole; 33. a first screw; 331. a first connecting bar; 34. a threaded sleeve; 35. a second screw; 351. a second connecting bar; 36. a fixed connecting rod; 361. an inclined lever; 362. a vertical rod; 37. a movable connecting rod; 38. an end screw; 381. a middle screw; 39. a limiting hole; 4. reinforcing bars; 41. Stirrups; 42. and a bending part.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-5.
The embodiment of the application discloses a recycled concrete ribbed shell concrete shear wall.
Example 1
Referring to fig. 1, the recycled concrete ribbed shell concrete shear wall comprises a supporting template 1 and a replacing template 2, wherein the supporting template 1 and the replacing template 2 are made of the same materials and are high polymer building templates or wood templates in the embodiment.
Referring to fig. 1 and 2, a supporting template 1 and a replacing template 2 are formed by splicing a plurality of unit wallboards, a plurality of inter-board concrete ribs 3 are arranged between the supporting template 1 and the replacing template 2, the inter-board concrete ribs 3 are HPC ribs, and the whole casting is carried out in a factory, so that the production period is shortened by one-step molding; the top of each inter-plate concrete rib 3 is pre-embedded with a lifting piece 31, a region for lifting by a machine is formed between the lifting piece 31 and the inter-plate concrete rib 3, and the support template 1 and the replacement template 2 are connected with the inter-plate concrete rib 3; through adjustable unit wallboard number, realize supporting template 1 and the real-time regulation of replacement template 2 size, can splice the use according to different demand sizes modular unit wallboard, reduced the mould cost to the cost of manufacture of prefabricated wallboard has been reduced, the while realizes the large-span.
Referring to fig. 2, the inter-plate concrete rib 3 is preset with a plurality of through holes 32 along a vertical direction, the plurality of through holes 32 are sequentially arranged along the vertical direction, each through hole 32 is provided along a horizontal direction, each through hole 32 is a strip-shaped through hole 32, a first screw 33 is arranged in the through hole 32 in a penetrating manner, two ends of the first screw 33 penetrate through the supporting template 1 and the replacing template 2 respectively, first connecting strips 331 are arranged on the supporting template 1 and the replacing template 2, the first connecting strips 331 are C-shaped steel, and two ends of the first screw 33 penetrate through the supporting template 1 and the replacing template 2 and are fixedly connected with the first connecting strips 331 through nuts.
Referring to fig. 2, the first screw 33 includes two end screws 38 and a plurality of middle screws 381, the two end screws 38 are disposed at both ends in the vertical direction, the plurality of middle screws 381 are disposed between the two end screws 38, and a distance between adjacent middle screws 381 increases with elevation; at this time, the support form 1 and the replacement form 2 are subjected to a larger pressure in the direction close to the ground after the concrete is poured, so that the required screws are required to be more dense.
Referring to fig. 2, two sides of the horizontal direction of the inter-plate concrete rib 3 are provided with limiting holes 39, a plurality of limiting holes 39 are formed along the vertical direction of the inter-plate concrete rib 3, each limiting hole 39 is internally provided with a transverse reinforcing steel bar 4, two sides of each inter-plate concrete rib 3 are provided with longitudinal reinforcing steel bars 4, the top of each longitudinal reinforcing steel bar 4 is provided with a bending part 42, the angle of the bending part is 120 degrees, and the lowest point of the bending part 42 is not lower than the top of the supporting template 1; the steel bars 4 arranged longitudinally and the steel bars 4 arranged transversely form a pouring framework finally; one end of the longitudinally arranged reinforcing steel bar 4 exceeds the top end of the supporting template 1 so as to realize the anchoring connection of the structure between the longitudinally arranged reinforcing steel bar 4 and the upper shear wall; the two ends of the transverse reinforcing steel bars 4 extend beyond the two sides of the supporting template 1 so as to realize the anchoring connection between the transverse reinforcing steel bars 4 and the adjacent hidden column structure.
Referring to fig. 1 and 2, stirrups 41 are disposed on adjacent reinforcing bars 4 disposed transversely, the stirrups 41 compress the reinforcing bars 4 disposed transversely on the inner side walls of the limiting holes 39, and the stirrups 41 fix the reinforcing bars 4 disposed transversely and the reinforcing bars 4 disposed longitudinally, so that the fixing of the whole casting framework is achieved.
The implementation principle of the embodiment 1 is as follows: integrally pouring the inter-plate concrete ribs 3 in a factory, and forming at one time; the unit wallboard is manufactured according to the templates with fixed specifications, then the materials are transported to a construction site for site assembly, the spliced materials are moved to a designated position by using a lifting piece 31, then concrete is poured into the supporting template 1 and the replacing template 2, and the supporting template 1 and the replacing template 2 can be detached after maintenance is completed; the unit wallboards are spliced to manufacture the support template 1 and the replacement template 2, so that the support template and the replacement template can be flexibly assembled according to the actually required wall body size, and a large span is realized; meanwhile, the shear wall is used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced. And the transportation cost and the hoisting cost are reduced.
Example 2
Referring to fig. 3, this embodiment is different from embodiment 1 in that the support form 1 and the replacement form 2 are made of different materials, the support form 1 is made of a high molecular building form or a wooden form, and the replacement form 2 is made of a foamed ceramic plate.
Referring to fig. 3 and 4, a plurality of threaded sleeves 34 are pre-buried in a vertical direction at one side of the inter-slab concrete rib 3, second screws 35 are connected with the threaded sleeves 34 in a threaded manner, the second screws 35 penetrate through the support templates 1, the protruding end portions of the second screws 35 are connected with second connecting strips 351 in a threaded manner, the second connecting strips 351 are C-shaped steel, and at the moment, the support templates 1 are located between the C-shaped steel and the threaded sleeves 34, so that the support templates 1 are connected with the inter-slab concrete rib 3.
Referring to fig. 3 and 4, the second screw 35 includes two end screws 38 and a plurality of middle screws 381, the two end screws 38 are disposed at both ends in the vertical direction, the plurality of middle screws 381 are disposed between the two end screws 38, and a distance between adjacent middle screws 381 increases with elevation; at this time, the support form 1 and the replacement form 2 are subjected to a larger pressure in the direction close to the ground after the concrete is poured, so that the required screws are required to be more dense.
Referring to fig. 3 and 4, at this time, a plurality of fixed connection rods 36 are pre-buried in the vertical direction at the other side of the inter-plate concrete rib 3 facing away from the threaded sleeve 34, the fixed connection rods 36 are horizontally arranged and integrally formed with inclined rods 361, one end of the inclined rods 361, which is far away from the fixed connection rods 36, is integrally formed with a movable connection rod 37, the movable connection rod 37 is horizontally arranged, and the movable connection rod 37 is fixed on the replacement formwork 2 through steel nails. At the moment, the side wall of the replacement formwork 2, which is away from the inter-plate concrete ribs 3, is free of protrusions and suitable for being used as an outer wall, and the later period is not required to be disassembled.
The implementation principle of the embodiment 2 is as follows: integrally pouring the inter-plate concrete ribs 3 in a factory, and forming at one time; the unit wallboard is manufactured according to the templates with fixed specifications, then the materials are transported to a construction site for site assembly, the spliced materials are moved to a designated position by using a lifting piece 31, concrete is poured into the support template 1 and the replacement template 2, the support template 1 can be detached after the pouring is completed, and the replacement template 2 becomes an outer wall; the unit wallboards are spliced to manufacture the support template 1 and the replacement template 2, so that the support template and the replacement template can be flexibly assembled according to the actually required wall body size, and a large span is realized; meanwhile, the shear wall is used as a cast-in-place template, and is not cast before leaving the factory, so that the overall weight of the shear wall is reduced. And the transportation cost and the hoisting cost are reduced.
Example 3
Referring to fig. 5, the difference between the present embodiment and embodiment 1 is that, at this time, a plurality of fixed connection rods 36 are embedded in the vertical direction at the other side of the inter-plate concrete rib 3 facing away from the threaded sleeve 34, the fixed connection rods 36 are horizontally arranged, one ends of the fixed connection rods 36 protrude from the side walls of the inter-plate concrete rib 3, at this time, one ends of the fixed connection rods 36 protrude from the inter-plate concrete rib 3 are integrally formed with vertical rods 362, the vertical rods 362 and the fixed connection rods 36 are vertically arranged on a horizontal plane, and one ends of the vertical rods 362 facing away from the fixed connection rods 36 are connected with the movable connection rods 37.
The advantage of this embodiment over embodiment 1 is that less material length is required in this embodiment.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (6)
1. A recycled concrete ribbed membrane shell concrete shear wall is characterized in that: the wall board support device comprises a support template (1) and a replacement template (2), wherein the support template (1) and the replacement template (2) are formed by splicing a plurality of unit wall boards; a plurality of inter-plate concrete ribs (3) are arranged between the supporting template (1) and the replacing template (2), the supporting template (1) and the replacing template (2) are connected with the inter-plate concrete ribs (3), a plurality of reinforcing ribs (4) which are arranged transversely and longitudinally are arranged at the inter-plate concrete ribs (3) to form a pouring framework, and lifting pieces (31) are embedded at the top of each inter-plate concrete rib (3); the support template (1) and the replacement template (2) are made of different materials, a plurality of threaded sleeves (34) are pre-embedded in the inter-plate concrete rib (3) along the vertical direction, second screws (35) are connected with the threaded sleeves (34) in an internal threaded manner, and the second screws (35) penetrate through the support template (1) and are connected with second connecting strips (351); the inter-plate concrete rib (3) is pre-embedded with a plurality of fixed connecting rods (36) along the vertical direction, the replacement template (2) is connected with a plurality of movable connecting rods (37) through steel nails, the fixed connecting rods (36) are connected with the movable connecting rods (37), and the side wall of the replacement template (2) deviating from the inter-plate concrete rib (3) is free of protrusions to be used as an outer wall; the inter-plate concrete rib (3) is provided with a plurality of through holes (32) along the vertical direction, and a first screw rod (33) is arranged in the through holes (32) in a penetrating way; the first screw (33) and the second screw (35) each comprise two end screws (38) and a plurality of middle screws (381), two end screws (38) are arranged at two ends in the vertical direction, a plurality of middle screws (381) are arranged between the two end screws (38), and the distance between adjacent middle screws (381) increases with the elevation of the height.
2. The recycled concrete ribbed shell concrete shear wall of claim 1, wherein: the fixed connecting rod (36) is connected with the movable connecting rod (37) through an inclined rod (361).
3. The recycled concrete ribbed shell concrete shear wall of claim 1, wherein: the fixed connecting rod (36) and the movable connecting rod (37) are connected through a vertical rod (362), and at the moment, the end part of the fixed connecting rod (36) extends out of the side wall of the inter-plate concrete rib (3) and is arranged vertically to the vertical rod (362).
4. The recycled concrete ribbed shell concrete shear wall of claim 1, wherein: limiting holes (39) for the transverse reinforcing steel bars (4) to pass through are formed in two sides of the inter-plate concrete rib (3), and the reinforcing steel bars (4) which are longitudinally arranged are connected with the reinforcing steel bars (4) which are transversely arranged.
5. The recycled concrete ribbed shell concrete shear wall of claim 4, wherein: the stirrups (41) are arranged on the adjacent reinforcing ribs (4) which are transversely arranged, and the stirrups (41) compress the reinforcing ribs (4) which are transversely arranged on the inner side wall of the limiting hole (39).
6. The recycled concrete ribbed shell concrete shear wall of claim 1, wherein: the top of the steel bar (4) which is longitudinally arranged is provided with a bending part (42), and the lowest point of the bending part (42) is not lower than the top end of the support template (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210592226.XA CN114856036B (en) | 2022-05-28 | 2022-05-28 | Recycled concrete ribbed membrane shell concrete shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210592226.XA CN114856036B (en) | 2022-05-28 | 2022-05-28 | Recycled concrete ribbed membrane shell concrete shear wall |
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| CN114856036A CN114856036A (en) | 2022-08-05 |
| CN114856036B true CN114856036B (en) | 2024-02-06 |
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| CN202210592226.XA Active CN114856036B (en) | 2022-05-28 | 2022-05-28 | Recycled concrete ribbed membrane shell concrete shear wall |
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| CN116427702A (en) * | 2023-05-10 | 2023-07-14 | 江苏智聚智慧建筑科技有限公司 | An assembled integrated steel bar free form cast-in-place component and its construction method |
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| CN202152540U (en) * | 2011-07-15 | 2012-02-29 | 陕西建工集团第十一建筑工程有限公司 | Shear wall formwork support structure based on prefabricated block of guide wall |
| CN102505781A (en) * | 2011-11-11 | 2012-06-20 | 西安理工大学 | Energy dissipating and shock absorbing system having dense reinforcement structure |
| CN105569355A (en) * | 2016-01-14 | 2016-05-11 | 中国建筑设计院有限公司 | Assembly method of modular residence including prefabricated members |
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN207110214U (en) * | 2017-06-23 | 2018-03-16 | 深圳市华阳国际工程设计股份有限公司 | A kind of prefabricated interior fill concrete wallboard |
| CN215406876U (en) * | 2021-07-19 | 2022-01-04 | 上海衡煦节能环保技术有限公司 | Assembled cavity formed steel plate building wall, L-shaped wall and T-shaped wall |
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2022
- 2022-05-28 CN CN202210592226.XA patent/CN114856036B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202152540U (en) * | 2011-07-15 | 2012-02-29 | 陕西建工集团第十一建筑工程有限公司 | Shear wall formwork support structure based on prefabricated block of guide wall |
| CN102505781A (en) * | 2011-11-11 | 2012-06-20 | 西安理工大学 | Energy dissipating and shock absorbing system having dense reinforcement structure |
| CN105569355A (en) * | 2016-01-14 | 2016-05-11 | 中国建筑设计院有限公司 | Assembly method of modular residence including prefabricated members |
| CN207110214U (en) * | 2017-06-23 | 2018-03-16 | 深圳市华阳国际工程设计股份有限公司 | A kind of prefabricated interior fill concrete wallboard |
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN215406876U (en) * | 2021-07-19 | 2022-01-04 | 上海衡煦节能环保技术有限公司 | Assembled cavity formed steel plate building wall, L-shaped wall and T-shaped wall |
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| CN114856036A (en) | 2022-08-05 |
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