CN112282118B - Residential system of steel pipe concrete close-packed column steel plate energy-consuming shear wall structure - Google Patents
Residential system of steel pipe concrete close-packed column steel plate energy-consuming shear wall structure Download PDFInfo
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- CN112282118B CN112282118B CN202011112601.3A CN202011112601A CN112282118B CN 112282118 B CN112282118 B CN 112282118B CN 202011112601 A CN202011112601 A CN 202011112601A CN 112282118 B CN112282118 B CN 112282118B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 133
- 239000010959 steel Substances 0.000 title claims abstract description 133
- 239000004567 concrete Substances 0.000 title claims abstract description 48
- 230000002787 reinforcement Effects 0.000 claims abstract description 27
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 239000002023 wood Substances 0.000 claims description 4
- 238000010030 laminating Methods 0.000 claims description 3
- 238000005265 energy consumption Methods 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000007787 solid Substances 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
- 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
- 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
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
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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
- E04B1/62—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
- E04B1/82—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 sound only
- E04B1/84—Sound-absorbing elements
- E04B1/86—Sound-absorbing elements slab-shaped
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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
Abstract
The invention relates to a residential system of a steel pipe concrete dense column steel plate energy-consuming shear wall structure, and relates to the technical field of building construction. It includes bearing pile and envelope, and the bearing pile is prefabricated prestressing force rectangle tubular pile, is connected with first steel reinforcement cage on the inner wall of prestressing force rectangle tubular pile, and pour in concrete in the prestressing force rectangle tubular pile, envelope includes braced frame and wall functional structure, and braced frame includes rectangle steel sheet frame and rectangle steel tubular pile, and the inside upper end of rectangle steel sheet frame and rectangle steel sheet frame lower extreme all are equipped with horizontal fixing frame, and rectangle steel sheet frame middle part is equipped with a plurality of vertical air deflectors, and concrete has all been pour in rectangle steel sheet pile and the rectangle steel sheet pile, and rectangle steel sheet frame outside is equipped with a plurality of stands to and the locking mechanism who locks a plurality of stands, the wall functional structure includes the concrete wall body who from inside to outside arranges in proper order, acoustic celotex board, heated board and PLASTIC LAMINATED. The invention has the advantage of stronger bearing capacity.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a residential system of a steel pipe concrete dense column steel plate energy-consuming shear wall structure.
Background
Under the traditional extensive residential building mode in China, the residential building has high dependence on manpower and low resource and energy utilization efficiency, causes serious environmental pollution, and forms a reversal mechanism of residential industrialization and green residential building to a certain extent.
The Chinese patent with the publication number of CN106049663B is searched, and discloses a residential system with a steel pipe concrete dense column steel plate energy-consuming shear wall structure, which comprises a plurality of steel pipe columns which are parallel to each other, wherein a plurality of connecting strips are fixed between every two adjacent steel pipe columns through welding, concrete is poured inside the steel pipe columns, a reinforcing component is arranged on each connecting strip, each reinforcing component comprises a sleeve and clamping plates, the sleeve is sleeved on the connecting strip, the clamping plates are fixedly connected with the four corners of the sleeve, each two clamping plates are clamped on two opposite sides of each steel pipe column and are fixedly connected with the steel pipe columns, and a wall body formed by pouring concrete is arranged on the peripheries of the steel pipe columns and the connecting strips.
Although the above-mentioned housing system solves the problem of the exposed columns in the room (i.e., the problem of the exposed corners in the room), the above-mentioned housing system has a low load-bearing capacity and can only be adapted to floors with a low height, and therefore, there is a need for improvement.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a residential system with a steel pipe concrete dense column steel plate energy-consuming shear wall structure, which has the advantage of strong bearing capacity.
The above object of the present invention is achieved by the following technical solutions:
a steel pipe concrete close-column steel plate energy-consuming shear wall structure residence system comprises a plurality of bearing piles arranged at intervals, an enclosure structure which is of a cubic structure on the whole is connected between every two adjacent bearing piles, the bearing piles are prefabricated prestressed rectangular pipe piles, a first steel reinforcement cage is connected to the inner wall of each prestressed rectangular pipe pile, concrete poured in each prestressed rectangular pipe pile is arranged, the enclosure structure comprises a supporting frame used for supporting a wall body and a wall surface functional structure wrapping the supporting frame, the supporting frame comprises a plurality of rectangular steel plate frames arranged at intervals and rectangular steel pipe piles located between every two adjacent rectangular steel plate frames, horizontal fixing frames arranged on the upper end inside each rectangular steel plate frame and the lower end of each rectangular steel plate frame are provided with side walls of the corresponding rectangular steel plate frame, and the middle of each rectangular steel plate frame is provided with a plurality of vertical air guide plates which are arranged in a staggered mode on the whole, the concrete has all been pour outside the rectangle steel-pipe pile in with the rectangle steel-pipe pile, the rectangle steel-pipe sheet frame outside is equipped with a plurality ofly and is vertical arrange and with the stand of the laminating of rectangle steel-pipe sheet frame outer wall to and the locking mechanism with a plurality of stand locking, wall functional structure includes concrete wall, acoustic celotex board, heated board and the PLASTIC LAMINATED that from inside to outside arranges in proper order.
By adopting the technical scheme, after the first reinforcement cage and the concrete are added into the bearing pile, the structural strength of the bearing pile can be obviously improved, and the bearing capacity of the whole residential system is further improved; rectangular steel sheet frame among the braced frame increases bearing structure again on current reinforced concrete structure's basis to further increase wall bearing structure's structural rigidity, staggered arrangement's vertical air deflector can be with leading-in to braced frame such as air in, accelerate the solidification of concrete, locking mechanism can be used for assembling a plurality of stands of stand locking into a whole, thereby better support rectangular steel sheet frame.
The locking mechanism comprises two transverse fastening beams and two longitudinal fastening beams which are integrally assembled into a rectangular structure, and the connecting parts of the transverse fastening beams and the longitudinal fastening beams are connected together through reinforcing steel hoops.
By adopting the technical scheme, after the two transverse fastening beams and the two longitudinal fastening beams are assembled into a rectangular structure, the plurality of upright posts can be connected into a whole, so that the arrangement of the locking mechanism is realized.
The present invention may further be configured in a preferred example, wherein the transverse fastening beam and the longitudinal fastening beam are both composed of two fixed beams arranged at an interval from top to bottom, a fixed block is connected between the two fixed beams constituting the longitudinal fastening beam, a fastening screw is arranged between the two fixed beams constituting the transverse fastening beam, one end of the fastening screw is in threaded connection with the fixed block, and the other end of the fastening screw is connected with a fastening handle in a plate-shaped structure.
By adopting the technical scheme, the vertical column can be further locked by rotating the fastening handle on the basis of the steel bar hoop, so that the wall surface supporting structure has stronger supporting capability.
The invention in a preferred example can be further configured that an expansion fastening rod made of wood plates is connected between the locking mechanism and the outer wall of the rectangular steel plate frame.
Through adopting above-mentioned technical scheme, when there is the clearance between locking mechanism and the rectangle steel sheet frame, the backing plate between locking mechanism and the rectangle steel sheet frame can be regarded as to the inflation anchorage bar to make locking mechanism and rectangle steel sheet frame connect inseparabler.
The invention can be further configured in a preferred example that the vertical air guide plate is made of a hollow wooden plate with the thickness of 2-4mm, and the side wall of the vertical air guide plate and the top of the vertical air guide plate are provided with a plurality of vent holes.
By adopting the technical scheme, the arrangement of the vertical air guide plate structure is realized, and the air holes can guide air into the vertical air guide plate, so that the air is contacted with concrete in a slurry state, and the setting time of the concrete is shortened.
In a preferred example, the rectangular steel pipe pile and the rectangular steel plate frame are respectively provided with a second reinforcement cage, and the first reinforcement cage and the second reinforcement cage respectively comprise a plurality of vertical reinforcements which are arranged at intervals and are of an annular structure as a whole, and a reinforcement hoop which is installed on the outer wall of the vertical reinforcements and connects the vertical reinforcements into a whole.
By adopting the technical scheme, after the second reinforcement cage is added, the structural rigidity of the rectangular steel pipe pile and the rectangular steel plate frame can be further improved.
The invention can be further configured in a preferred example, a plurality of anchor rods arranged at intervals are further installed at the upper end of the outer wall of the rectangular steel plate frame.
By adopting the technical scheme, the anchor rod can be used for connecting the rectangular steel plate frame and the wall surface functional structure outside the rectangular steel plate frame, so that the rectangular steel plate frame and the wall surface functional structure are connected into a whole, and the structural strength of the invention is further improved.
In a preferred example, the invention may be further configured that a steel casing is further connected to the middle of the prestressed rectangular pipe pile.
Through adopting above-mentioned technical scheme, the steel that is located single prestressing force rectangle tubular pile middle part protects a section of thick bamboo and can increase prestressing force rectangle tubular pile's ability of shearing, prevents that prestressing force rectangle tubular pile from being inferred.
In summary, the invention includes at least one of the following beneficial technical effects:
1. after the first reinforcement cage and the concrete are added into the bearing pile, the structural strength of the bearing pile can be obviously improved, and the bearing capacity of the whole house system is further improved; rectangular steel sheet frame among the braced frame increases bearing structure again on current reinforced concrete structure's basis to further increase wall bearing structure's structural rigidity, staggered arrangement's vertical air deflector can be with leading-in to braced frame such as air in, accelerate the solidification of concrete, locking mechanism can be used for assembling a plurality of stands of stand locking into a whole, thereby better support rectangular steel sheet frame.
2. After the two transverse fastening beams and the two longitudinal fastening beams are assembled into a rectangular structure, a plurality of upright posts can be preliminarily connected into a whole; meanwhile, the wall surface supporting structure can be further provided with a fastening handle on the basis of the steel bar hoop, so that the upright posts can be further locked, and the supporting capacity of the wall surface supporting structure is stronger.
3. The air vent on the vertical air guide plate can lead in the air to the vertical air guide plate, and then let the air contact with the concrete that is the serous state, reduces the setting time of concrete. .
Drawings
FIG. 1 is a schematic structural diagram of a housing system of the steel tube concrete dense-column steel plate energy dissipation shear wall structure of the invention without a steel casing;
FIG. 2 is a schematic view of the structure of FIG. 1 in a top view;
FIG. 3 is a schematic view of a connecting structure of a rectangular steel plate frame, a vertical air guide plate, a vertical column, a transverse fastening beam and a longitudinal fastening beam;
FIG. 4 is a schematic view of the structure of FIG. 3 in a top view;
fig. 5 is a schematic view of a connection structure of the vertical air guide plate and the horizontal fixing frame.
Reference numerals: 1. bearing piles; 2. An enclosure structure; 3. concrete; 4. a support frame; 5. a wall surface functional structure; 6. a rectangular steel plate frame; 7. rectangular steel pipe piles; 8. a horizontal fixing frame; 9. a vertical air guide plate; 10. a column; 11. a concrete wall; 12. a sound insulating board; 13. a thermal insulation board; 14. a fire-proof plate; 15. transversely fastening the beam; 16. longitudinally fastening the beam; 17. a fixed beam; 18. a fixed block; 19. fastening a screw rod; 20. fastening a handle; 21. an anchor rod; 22. expanding the fastening rod; 23. a first reinforcement cage; 24. a second reinforcement cage.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the invention provides a steel tube concrete 3 dense column steel plate energy dissipation shear wall structure housing system, which comprises a plurality of bearing piles 1 arranged at intervals, wherein a building enclosure 2 which is integrally in a cubic structure is connected between adjacent bearing piles 1, the bearing piles 1 and the building enclosure 2 are both in the prior art, and the bearing piles 1 and the building enclosure 2 are further reinforced by raw materials commonly used in some projects on the basis of the existing bearing piles 1 and the building enclosure 2, so that the bearing capacity of the whole housing system is improved.
The bearing pile 1 is a prefabricated prestressed rectangular pipe pile, the inner wall of the prestressed rectangular pipe pile is connected with a first reinforcement cage, and concrete 3 poured in the prestressed rectangular pipe pile. After the first reinforcement cage and the concrete 3 are added into the bearing pile 1, the structural strength of the bearing pile 1 can be obviously improved, and the bearing capacity of the whole house system is further improved. The prestressed pipe pile is the prior art, but the traditional prestressed filling is basically in a central control circular pipe pile hollow structure, and the invention also improves the traditional circular pipe pile hollow structure into a solid rectangular structure, so that although the weight of the prestressed load-bearing pile 1 is increased to a certain extent compared with the traditional steel pipe load-bearing pile 1, the load-bearing capacity of the prestressed load-bearing pile 1 is obviously enhanced, and the cost is correspondingly reduced.
Preferably, the middle part of the prestressed rectangular pipe pile is further connected with a steel protecting cylinder (not shown in the figure), so that the steel protecting cylinder positioned in the middle part of a single prestressed rectangular pipe pile can increase the shearing resistance of the prestressed rectangular pipe pile and prevent the prestressed rectangular pipe pile from being inferred.
As shown in fig. 3 and 4, the upper ends of the adjacent rectangular steel pipe piles 7 are further connected with a plurality of steel bar frames wrapping the rectangular steel pipe piles 7, two ends of each steel bar frame are connected with baffle plates connected with the sound insulation plate 12, and concrete 3 is poured between the two baffle plates. Therefore, under the combined action of the steel bar frame, the baffle and the concrete 3, the rectangular steel pipe piles 7 are connected into a whole, so that the structural strength and the bearing capacity of the concrete pipe pile are further improved.
As shown in fig. 2, the envelope 2 includes a support frame 4 for supporting a wall and a wall surface functional structure 5 wrapping the support frame 4, and the support frame 4 includes a plurality of rectangular steel plate frames 6 arranged at intervals and a rectangular steel pipe pile 7 located between two adjacent rectangular steel plate frames 6. Rectangular steel sheet frame 6 in braced frame 4 increases bearing structure again on the basis of 3 structures of present reinforced concrete to further increase wall bearing structure's structural rigidity, staggered arrangement's vertical air deflector 9 can be with leading-in to braced frame 4 in the air etc. for solidification of concrete 3, locking mechanism can be used for assembling into a whole with a plurality of stands 10 of stand 10 locking, thereby better support rectangular steel sheet frame 6.
As shown in fig. 5, the inside upper end of rectangle steel sheet frame 6 and the horizontal fixed frame 8 that the lateral wall of rectangle steel sheet frame 6 was arranged all were equipped with to rectangle steel sheet frame 6 lower extreme, rectangle steel sheet frame 6 middle part is equipped with a plurality of vertical air guide plate 9 that are staggered arrangement on the whole, concrete 3 has all been pour in rectangle steel pipe pile 7 and the rectangle steel pipe pile 7, rectangle steel sheet frame 6 outside is equipped with a plurality of vertical stand 10 that are vertical arrangement and laminate with 6 outer walls of rectangle steel sheet frame, and the locking mechanism with a plurality of stand 10 lockings, wall functional structure 5 includes 3 wall bodies of concrete that from inside to outside arrange in proper order, acoustic celotex board 12, heated board 13 and PLASTIC LAMINATED 14.
Preferably, the vertical air guide plate 9 is made of a hollow wooden plate with the thickness of 2-4mm, the side wall of the vertical air guide plate 9 and the top of the vertical air guide plate 9 are both provided with a plurality of vent holes (not shown in the figure), and the vent holes can guide air into the vertical air guide plate 9, so that the air is in contact with the concrete 3 in a slurry state, and the setting time of the concrete 3 is shortened.
In actual operation, as shown in fig. 1, a plurality of anchor rods 21 arranged at intervals are further mounted at the upper end of the outer wall of the rectangular steel plate frame 6. The anchor rods 21 can be used for connecting the rectangular steel plate frame 6 and the wall surface functional structure 5 outside the rectangular steel plate frame 6, so that the rectangular steel plate frame 6 and the wall surface functional structure 5 are connected into a whole, and the structural strength of the wall surface functional structure is further improved.
Preferably, all be equipped with second steel reinforcement cage 24 in rectangular steel-pipe pile 7 and the rectangular steel sheet frame 6, first steel reinforcement cage 23 and second steel reinforcement cage 24 all include a plurality of interval arrangements and wholly are the vertical reinforcing bar of loop configuration to and install on the outer wall of vertical reinforcing bar and connect into a holistic rebar hoop with vertical reinforcing bar.
As shown in fig. 4, the locking mechanism is provided with a plurality of locking mechanisms which are sequentially arranged from top to bottom as a whole, the locking mechanism comprises two transverse fastening beams 15 and two longitudinal fastening beams 16 which are integrally assembled into a rectangular structure, and the joints of the transverse fastening beams 15 and the longitudinal fastening beams 16 are connected together through reinforcing steel hoops. Preferably, an expansion fastening rod 22 made of wood is further connected between the locking mechanism and the outer wall of the rectangular steel plate frame 6. When there is the clearance between locking mechanism and the rectangle sheet steel frame 6, inflation anchorage bar 22 can regard as the backing plate between locking mechanism and the rectangle sheet steel frame 6 to make locking mechanism and rectangle sheet steel frame 6 connect inseparabler.
In actual operation, in order to further increase the performance of the locking mechanism, the invention can further add the following structure on the basis of the steel bar hoop: the transverse fastening beam 15 and the longitudinal fastening beam 16 are composed of two fixing beams 17 which are arranged at intervals up and down, a fixing block 18 is connected between the two fixing beams 17 which form the longitudinal fastening beam 16, a fastening screw 19 is arranged between the two fixing beams 17 which form the transverse fastening beam 15, one end of the fastening screw 19 is in threaded connection with the fixing block 18, and the other end of the fastening screw is connected with a fastening handle 20 which is of a plate-shaped structure. Thus, the wall surface support structure of the invention has stronger support capability by further locking the upright post 10 by rotating the fastening handle 20 on the basis of the steel bar hoop.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (8)
1. The utility model provides a house system of steel pipe concrete close-packed column steel sheet energy consumption shear wall structure, includes a plurality of interval arrangement's bearing pile (1), is connected with envelope (2) that wholly is cube bodily form structure between adjacent bearing pile (1), a serial communication port, bearing pile (1) is prefabricated prestressing force rectangle tubular pile, be connected with first steel reinforcement cage (23) on the inner wall of prestressing force rectangle tubular pile, and pour in concrete (3) in the prestressing force rectangle tubular pile, envelope (2) are including braced frame (4) that are used for supporting the wall body, and parcel wall functional structure (5) of braced frame (4), braced frame (4) are including a plurality of interval arrangement's rectangle steel sheet frame (6) and lie in rectangle steel sheet pile (7) between two adjacent rectangle steel sheet frame (6), the inside upper end of rectangle steel sheet frame (6) and rectangle steel sheet frame (6) lower extreme all are equipped with the side of laminating rectangle steel sheet frame (6) Horizontal fixed frame (8) that the wall was arranged, rectangle sheet steel frame (6) middle part are equipped with a plurality of vertical air guide plate (9) that are staggered arrangement on the whole, concrete (3) have all been pour in rectangle steel-pipe pile (7) outside and rectangle steel-pipe pile (7), rectangle sheet steel frame (6) outside is equipped with a plurality of vertical stand (10) of arranging and laminating with rectangle sheet steel frame (6) outer wall to and the locking mechanism who locks a plurality of stand (10), wall functional structure (5) are including concrete (3) wall body, acoustic celotex board (12), heated board (13) and PLASTIC LAMINATED (14) that from inside to outside arranged in proper order.
2. The housing system of the energy-consuming shear wall structure made of the steel tube concrete dense columns and the steel plates as claimed in claim 1, wherein the locking mechanism is arranged in a plurality of numbers and sequentially arranged from top to bottom on the whole, the locking mechanism comprises two transverse fastening beams (15) and two longitudinal fastening beams (16) which are integrally assembled into a rectangular structure, and joints of the transverse fastening beams (15) and the longitudinal fastening beams (16) are connected together through steel bar hoops.
3. The residential system of the steel tube concrete column steel plate energy-consuming shear wall structure according to claim 2, wherein the transverse fastening beam (15) and the longitudinal fastening beam (16) are both composed of two fixing beams (17) arranged at intervals up and down, a fixing block (18) is connected between the two fixing beams (17) composing the longitudinal fastening beam (16), a fastening screw (19) is arranged between the two fixing beams (17) composing the transverse fastening beam (15), one end of the fastening screw (19) is in threaded connection with the fixing block (18), and the other end of the fastening screw is connected with a fastening handle (20) in a plate-shaped structure.
4. Residential system in a steel tube concrete column steel plate energy-consuming shear wall structure according to claim 3, characterized in that an expansion fastening rod (22) made of wood plate is further connected between the locking mechanism and the outer wall of the rectangular steel plate frame (6).
5. The residential system of the steel tube concrete dense column steel plate energy-consuming shear wall structure according to claim 4, wherein the vertical air guide plate (9) is made of a hollow wood plate with the thickness of 2-4mm, and a plurality of vent holes are formed in the side wall of the vertical air guide plate (9) and the top of the vertical air guide plate (9).
6. The residential system of the steel tube concrete dense column steel plate energy-consuming shear wall structure as claimed in claim 5, wherein a second reinforcement cage (24) is arranged in each of the rectangular steel tube piles (7) and the rectangular steel plate frames (6), each of the first reinforcement cage (23) and the second reinforcement cage (24) comprises a plurality of vertical reinforcements which are arranged at intervals and are of an annular structure as a whole, and a reinforcement hoop which is installed on the outer wall of each vertical reinforcement and connects the vertical reinforcements into a whole.
7. The residential system of a steel tube concrete dense column steel plate energy-consuming shear wall structure according to claim 6, characterized in that a plurality of anchor rods (21) arranged at intervals are further installed at the upper end of the outer wall of the rectangular steel plate frame (6).
8. The residential system of a steel tube concrete dense column steel plate energy-consuming shear wall structure as claimed in claim 7, wherein a steel casing is further connected to the middle of the prestressed rectangular tube pile.
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| CN202011112601.3A CN112282118B (en) | 2020-10-16 | 2020-10-16 | Residential system of steel pipe concrete close-packed column steel plate energy-consuming shear wall structure |
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| CN202011112601.3A CN112282118B (en) | 2020-10-16 | 2020-10-16 | Residential system of steel pipe concrete close-packed column steel plate energy-consuming shear wall structure |
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| CN112282118B true CN112282118B (en) | 2022-03-22 |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2519743A1 (en) * | 1974-05-01 | 1975-11-13 | Crooks Frederick | Load-bearing walls erection - by securing thin-walled precast cured concrete panels |
| CN103726594A (en) * | 2013-12-30 | 2014-04-16 | 北京工业大学 | Built-in and multi-cavity double steel plate and concrete filled steel tubular column combined shearing wall and manufacturing method |
| CN103741840A (en) * | 2014-01-14 | 2014-04-23 | 北京工业大学 | Bottom-reinforced concrete-filled steel tube frame double-steel-plate combined shear wall with built-in support |
| CN203808295U (en) * | 2014-04-04 | 2014-09-03 | 昆明理工大学 | Concrete-filled steel tube and double steel plate outer wrapped concrete combined shear wall |
| CN104674986A (en) * | 2015-02-05 | 2015-06-03 | 姚攀峰 | Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method |
| CN104929273A (en) * | 2015-06-03 | 2015-09-23 | 安徽鸿路钢结构(集团)股份有限公司 | Steel-concrete composite shear wall |
| CN107700708A (en) * | 2017-09-29 | 2018-02-16 | 青岛腾远设计事务所有限公司 | A kind of Z-shaped steel plate combined shear wall of interlaced arrangement ribbed stiffener |
| CN111119379A (en) * | 2020-01-20 | 2020-05-08 | 广州大学 | Multi-cavity steel plate built-in steel pipe high-strength concrete shear wall |
| CN111119376A (en) * | 2019-12-31 | 2020-05-08 | 北京峰筑工程技术研究院有限公司 | Reinforced multi-cavity concrete filled steel tube shear wall, system and construction method |
-
2020
- 2020-10-16 CN CN202011112601.3A patent/CN112282118B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2519743A1 (en) * | 1974-05-01 | 1975-11-13 | Crooks Frederick | Load-bearing walls erection - by securing thin-walled precast cured concrete panels |
| CN103726594A (en) * | 2013-12-30 | 2014-04-16 | 北京工业大学 | Built-in and multi-cavity double steel plate and concrete filled steel tubular column combined shearing wall and manufacturing method |
| CN103741840A (en) * | 2014-01-14 | 2014-04-23 | 北京工业大学 | Bottom-reinforced concrete-filled steel tube frame double-steel-plate combined shear wall with built-in support |
| CN203808295U (en) * | 2014-04-04 | 2014-09-03 | 昆明理工大学 | Concrete-filled steel tube and double steel plate outer wrapped concrete combined shear wall |
| CN104674986A (en) * | 2015-02-05 | 2015-06-03 | 姚攀峰 | Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method |
| CN104929273A (en) * | 2015-06-03 | 2015-09-23 | 安徽鸿路钢结构(集团)股份有限公司 | Steel-concrete composite shear wall |
| CN107700708A (en) * | 2017-09-29 | 2018-02-16 | 青岛腾远设计事务所有限公司 | A kind of Z-shaped steel plate combined shear wall of interlaced arrangement ribbed stiffener |
| CN111119376A (en) * | 2019-12-31 | 2020-05-08 | 北京峰筑工程技术研究院有限公司 | Reinforced multi-cavity concrete filled steel tube shear wall, system and construction method |
| CN111119379A (en) * | 2020-01-20 | 2020-05-08 | 广州大学 | Multi-cavity steel plate built-in steel pipe high-strength concrete shear wall |
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