WO2017028474A1 - Prefabricated wall of assembly-type building - Google Patents

Prefabricated wall of assembly-type building Download PDF

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Publication number
WO2017028474A1
WO2017028474A1 PCT/CN2016/000496 CN2016000496W WO2017028474A1 WO 2017028474 A1 WO2017028474 A1 WO 2017028474A1 CN 2016000496 W CN2016000496 W CN 2016000496W WO 2017028474 A1 WO2017028474 A1 WO 2017028474A1
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WO
WIPO (PCT)
Prior art keywords
wall
prefabricated
shaped wall
shaped
prefabricated wall
Prior art date
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PCT/CN2016/000496
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French (fr)
Chinese (zh)
Inventor
周兆弟
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周兆弟
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Publication of WO2017028474A1 publication Critical patent/WO2017028474A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

Definitions

  • the invention belongs to the field of building technology and relates to a prefabricated building, in particular to a prefabricated wall of a prefabricated building.
  • Assembled buildings which use industrialized production of buildings, produce and process the main components of the building in the factory, transport them to the site, and assemble them into high-quality commercial buildings, houses and other buildings.
  • the prefabricated buildings have short construction period, low resource consumption, green environmental protection, and low construction cost, which can effectively improve the construction environment and improve the water leakage and poor thermal insulation performance.
  • the Chinese patent literature discloses a steel structure and precast concrete prefabricated residential building system [application number: 201310050953.4], including: steel structure frame, floor slab mesh, cast-in-place concrete, precast concrete siding, insulation castable, Prefabricated lightweight wall panels, precast concrete stairs, precast concrete stair decks, stair deck slabs, precast concrete slabs, precast concrete slabs; precast concrete siding, insulation castables and prefabricated lightweight siding Composite exterior wall; prefabricated components are connected to cast-in-place slabs, cast-in-place stair slabs and steel structural frames in two ways: one is through the connection of the steel frame to the embedded parts on the prefabricated components, the prefabricated components The pre-embedded parts are connected to each other; one is to splicing and welding the exposed steel bars on the prefabricated components with the cast-in-situ slab steel mesh and the cast-in-place stair slab steel mesh, and solidifying the concrete into a whole after pouring concrete.
  • the prior art assembled buildings are usually only capable of assembling single-sided wall panels, that is, prefabricated wall panels of smaller units, which are assembled into a wall after being hoisted in place.
  • this method can also be called a prefabricated house, it does not achieve a true assembly. Due to the small basic unit, the assembly process is still complicated, and the construction speed, construction cost, energy consumption, etc. have not changed significantly.
  • the object of the present invention is to provide a prefabricated wall of a prefabricated building which is easy to assemble into a building, has a significantly reduced cost, and is energy-saving and environmentally friendly.
  • the present invention adopts the following technical solution: a prefabricated wall of the prefabricated building, characterized in that the prefabricated wall body comprises at least one prefabricated wall panel made of reinforced concrete, the prefabricated wall panel There are a plurality of transverse ribs made of steel bars and extending laterally and a plurality of longitudinal ribs made of steel bars and extending longitudinally.
  • the upper end of the prefabricated wall panel is provided with at least one lifting member, and the lifting member is detachably connected to the upper end of the longitudinal rib or prefabricated on the prefabricated wall panel.
  • the longitudinal ribs between the two adjacent prefabricated wall panels are arranged one-to-one and can be connected by the longitudinal rib connection structure.
  • the longitudinal rib connecting structure comprises a snap sleeve and a card joint, and the snap sleeve is fixedly connected to an end of a longitudinal rib, and the card joint is fixed Connected to the end of the other longitudinal rib, the snap sleeve and the card joint are snap-fitted to each other.
  • the outer end port of the snap sleeve has a snap portion, and the inner end of the snap portion and the inner wall of the snap sleeve form a barb slot, and the card is connected.
  • the outer end has a taper that is tapered a positioning pin having an axially outwardly extending portion and a tapered head at the top;
  • the outer end of the card joint has a plurality of posts arranged uniformly in the circumferential direction, and the end of the post
  • the protrusion has a radially outwardly protruding portion and the rear end of the enlarged portion forms a barb card body that can engage with the barb slot when the post enters the snap sleeve, and the post is formed to form when the post enters A connecting channel through which the locating pin can be inserted after the ferrule is inserted.
  • an adjusting rod is arranged between the snap sleeve and the longitudinal rib end and/or between the card joint and the longitudinal rib end, and the adjusting rod is provided
  • positive and negative threads that are respectively threadedly connected to the ends of the longitudinal ribs and the snap sleeves or the card joints and when the adjustment rods are rotated in one direction, the corresponding longitudinal ribs can be brought closer together or away from each other.
  • the longitudinal rib end is located in the prefabricated wall panel and is fixedly embedded in the prefabricated wall panel at the end of the longitudinal rib and can be adjusted with the adjusting rod and the snap sleeve.
  • a pre-embedded nut that is threaded to any of the card joints.
  • wall legs are arranged between two adjacent prefabricated wall panels to form a pouring space between the prefabricated wall panels of two floors adjacent to each other.
  • the longitudinal reinforcement connection structure is disposed in the pouring space and is further provided with floor lateral reinforcements in the pouring space, and the pouring concrete is cast-in-place concrete.
  • At least one jacking device capable of adjusting the height of the prefabricated wall panel is disposed between the two adjacent prefabricated wall panels.
  • the laterally adjacent prefabricated wall panels are integrally connected, and the prefabricated wall panels are disposed on the same plane or distributed on different faces.
  • the transverse ribs between the two adjacent prefabricated wall panels are arranged one by one and connected by a transverse rib connection structure.
  • the transverse rib connecting structure comprises a connecting sleeve and a connecting head, wherein the connecting sleeve is sleeved at a lateral rib end and has a joint preventing sleeve at the end of the transverse rib Extending axially outwardly from the enlarged body of the transverse rib, the connecting head is fixed at the end of the other transverse rib, the connecting head is inserted into the connecting sleeve and the two are screwed, and the side of the connecting sleeve is opened A filling hole which penetrates the inside of the connecting sleeve and can inject a curing agent when the connecting sleeve and the connecting head are connected to solidify a curing agent between the connecting sleeve, the expanded body and the connecting head.
  • each prefabricated wall panel is connected into an H-shaped wall, a cross-shaped wall, an L-shaped wall, a ⁇ -shaped wall, a T-shaped wall, a Z-shaped wall, F Shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partial opening Any of the rectangular walls.
  • At least one of the prefabricated wall panels of any of the walls has a concave-convex structure.
  • At least one of the prefabricated wall panels of any of the wall forms a bent portion on the outer side of the prefabricated wall panel.
  • the prefabricated wall panel comprises a flat prefabricated wall panel and a curved prefabricated wall panel, wherein the prefabricated wall panel is formed to form a frame body and at least one of the prefabricated wall panels is an arc. Prefabricated wall panels.
  • the frame body is provided with a prefabricated wall panel integrally connected with the frame body at least one side and the prefabricated wall panel divides the interior of the frame body into a plurality of sections.
  • the prefabricated wall panels are flat prefabricated wall panels and the flat prefabricated wall panels are joined to form a circumferential open wall.
  • the prefabricated wall further comprises a prefabricated floor panel made of reinforced concrete, and the plurality of prefabricated wall panels constitute a floor body used as a single floor or a multi-storey floor, The prefabricated floor panels are placed on the floor body to form a single storey floor or a multi-storey floor.
  • the bottom of the single-storey floor or the multi-storey floor is provided with a floor made of reinforced concrete.
  • the prefabricated wall of the prefabricated building has the advantages of: 1. Reasonable design, easy manufacture, quick assembly of the building, effective improvement of the construction environment, and real assembly of the building.
  • the construction of materials greatly reduces construction costs and reduces energy consumption.
  • construction waste and construction sewage can be greatly reduced, construction noise can be reduced, harmful gas and dust emissions can be reduced, and on-site construction and management personnel can be reduced.
  • 3, high structural strength, stable and reliable connection, higher component accuracy, can maximize the quality of the wall cracking, leakage and other common problems, and improve the overall safety level, fire resistance and durability of the house.
  • Embodiment 1 is a schematic view showing the structure of Embodiment 1 provided by the present invention.
  • Fig. 2 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 3 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 4 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 5 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 6 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 7 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 8 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 9 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 10 is a view showing another structure of the embodiment 1 provided by the present invention.
  • Fig. 11 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 12 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 13 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 14 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 15 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 16 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 17 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 18 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 19 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 20 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 21 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 22 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 23 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 24 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Fig. 25 is a view showing another configuration of the embodiment 1 provided by the present invention.
  • Figure 26 is a schematic view showing the structure of Embodiment 2 provided by the present invention.
  • Figure 27 is a view showing another structure of the embodiment 2 provided by the present invention.
  • Fig. 28 is a view showing another configuration of the embodiment 2 provided by the present invention.
  • Fig. 29 is a view showing another configuration of the embodiment 2 provided by the present invention.
  • Figure 30 is a schematic view showing the structure of Embodiment 3 provided by the present invention.
  • Figure 31 is a partial enlarged view of the X portion of Figure 30.
  • Figure 32 is a schematic view showing the structure of Embodiment 4 provided by the present invention.
  • Figure 33 is a partial enlarged view of the Y portion of Figure 32.
  • Figure 34 is a partial structural view of the present invention.
  • Expanded body 61 transverse rib connection structure 7, connecting sleeve 71, filling hole 71a, connecting head 72, longitudinal rib 8, longitudinal rib connecting structure 9, snap sleeve 91, snap portion 91a, barb slot 91b, Insert interface 91c, tapered head 91d, positioning pin 91e, card joint 92, post 92a, enlarged portion 92b, barb card body 92c, connecting passage 92d, wall leg 100, pouring space 101, floor lateral rib 102, lifting Member A, adjustment rod B, embedded nut C, jacking device D.
  • the prefabricated wall of the prefabricated building includes at least one prefabricated wall panel 1 made of reinforced concrete, and the prefabricated wall panel 1 is provided with a plurality of steel bars and laterally extending.
  • the transverse rib 6 and a plurality of longitudinal ribs 8 made of steel and extending longitudinally.
  • the upper end of the prefabricated wall panel 1 is provided with at least one lifting member A, and the lifting member A is detachably connected to the upper end of the longitudinal rib 8 or prefabricated on the prefabricated wall panel 1.
  • the longitudinal ribs 8 between the two adjacent prefabricated wall panels 1 are arranged one by one and can be connected by the longitudinal rib connection structure 9.
  • the longitudinal reinforcement connecting structure 9 includes a snap sleeve 91 and a card joint 92, and the snap sleeve 91 is fixedly attached to an end of a longitudinal rib 8, the card The joint 92 is fixed to the end of the other longitudinal rib 8, and the snap sleeve 91 and the snap joint 92 are snap-fitted to each other.
  • the outer end port of the snap sleeve 91 has a latching portion 91a, and the inner end of the latching portion 91a and the inner wall of the snap sleeve 91 form a barb slot 91b, and the outer end of the latching portion 91a has
  • the rounded-cone-shaped insertion port 91c is provided with a positioning pin 91e extending axially outwardly and having a tapered head 91d at the top; the outer end of the card joint 92 has a plurality of circumferentially evenly arranged
  • the post 92a has an enlarged portion 92b protruding radially outwardly from the end of the post 92a and a rear end of the enlarged portion 92b is formed to be engaged with the barb slot 91b when the post 92a enters the snap sleeve 91.
  • the barbs 92c are closed, and the posts 91a are formed to form a connecting passage 92d into which the positioning pins
  • An adjusting rod B is disposed between the card sleeve 91 and the end of the longitudinal rib 8 and/or between the card joint 92 and the end of the longitudinal rib 8.
  • the adjusting rod B is respectively provided with the end of the longitudinal rib 8 and the card
  • the front and back threads of the sleeve 91 or the card joint 92 are screwed and when the adjustment lever B is rotated in one direction, the corresponding longitudinal bars 8 can be brought closer to each other or away from each other.
  • the end of the longitudinal rib 8 is located in the prefabricated wall panel 1 and is fixed at the end of the longitudinal rib 8 and embedded in the prefabricated wall panel 1 and can be The pre-embedded nut C of any one of the adjustment rod B, the snap sleeve 91 and the card joint 92 is screwed.
  • a wall leg 100 is disposed between the two prefabricated wall panels 1 adjacent to each other to form a pouring space 101 between the prefabricated wall panels 1 of two floors adjacent to each other, and the longitudinal rib connecting structure 9 is disposed at the pouring
  • a floor lateral rib 102 is also provided in the space 101 and in the pouring space 101, and the pouring space 101 is cast-in-place concrete.
  • At least one jacking device D capable of adjusting the height of the prefabricated wall panel 1 is provided between the two prefabricated wall panels 1 adjacent to each other.
  • the jacking device D here can be a jack for adjusting the height and balance of the prefabricated wall panel 1 during assembly.
  • the prefabricated wall panels 1 adjacent to each other are integrally connected, and the prefabricated wall panels 1 are disposed on the same plane or distributed on different surfaces.
  • the transverse ribs 6 between the two adjacent prefabricated wall panels 1 are arranged one by one and connected by the transverse rib connection structure 7.
  • the transverse rib connecting structure 7 comprises a connecting sleeve 71 and a connecting head 72.
  • the connecting sleeve 72 is movably sleeved on one end of the transverse rib 6 and has an expansion at the end of the transverse rib 6 to prevent the connecting sleeve 71 from coming out axially outwardly.
  • the connecting body 72 is fixed to the end of the other transverse rib 6, the connecting head 72 is inserted into the connecting sleeve 71 and the two are screwed, and the connecting sleeve 71 is opened and connected at the side.
  • the sleeve 71 is internally penetrated and can be injected with a curing agent when the connecting sleeve 71 and the connecting head 72 are connected to form a filling hole 71a for curing the curing agent between the connecting sleeve 71, the expanded body 61 and the connecting head 72.
  • the curing agent herein may be cement, a resin material or the like.
  • each prefabricated wall panel 1 is connected into an H-shaped wall, a cross-shaped wall, an L-shaped wall, a ⁇ -shaped wall, a T-shaped wall, a Z-shaped wall, an F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partially open rectangular wall Any of them.
  • H-shaped wall, cross-shaped wall, L-shaped wall, ⁇ -shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall At least one of the prefabricated wall panels 1 of any one of a body, a wall, a zigzag wall, a mountain wall, a glyph wall, a well-shaped wall, a rectangular wall, and a partially open rectangular wall
  • One of the prefabricated wall panels 1 has a concave-convex structure 11.
  • H-shaped wall, cross-shaped wall, L-shaped wall, ⁇ -shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall At least one of the prefabricated wall panels 1 of any one of a body, a Japanese-shaped wall, a wall-shaped wall, a mountain-shaped wall, a top-shaped wall, a well-shaped wall, a rectangular wall, and a partially open rectangular wall
  • a bent portion 12 is formed on the outer side of one of the prefabricated wall panels 1.
  • the prefabricated wall panel 1 comprises a flat prefabricated wall panel and a curved prefabricated wall panel, and the prefabricated wall panel 1 is formed to form a frame body 2 and at least one of the prefabricated wall panels 1 is a curved prefabricated wall panel.
  • the frame body 2 is provided with a prefabricated wall panel 1 in which at least one side is integrated with the frame body 2, and the prefabricated wall panel 1 divides the inside of the frame body 2 into a plurality of sections 21.
  • the prefabricated wall panels 1 are flat prefabricated wall panels and each of the prefabricated wall panels is connected to form a circumferential open wall.
  • the prefabricated wall further comprises a prefabricated floor panel 3 made of reinforced concrete, and the plurality of prefabricated wall panels 1 constitute a floor panel 4 for use as a single storey or multi-storey floor, said prefabricated floor
  • the board 3 is disposed on the floor body 4 to constitute a single floor body 41 or a plurality of floor bodies 42.
  • the floor of the single-storey floor body 41 or the multi-storey floor body 42 is provided with a floor slab 5 made of reinforced concrete.
  • the prefabricated wall panel 1, the concave-convex structure 11, the bent portion 12, the frame-shaped body 2, the section 21, the prefabricated floor panel 3, the floor body 4, the single-storey floor body 41, the multi-storey floor body 42, and the floor are used more frequently herein.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

A prefabricated wall of an assembly-type building, the prefabricated wall comprising at least one prefabricated wallboard (1) made from reinforced concrete, the prefabricated wallboard (1) being internally provided with several lateral bars (6) made from steel bars and extending in the lateral direction, and several longitudinal bars (8) made from steel bars and extending in the longitudinal direction. The advantages of the prefabricated wall are that manufacturing is easy, construction waste and construction sewage may be reduced, structural strength is high, and connections are stable.

Description

装配式建筑物的预制墙体Prefabricated wall of prefabricated building 技术领域Technical field
本发明属于建筑技术领域,涉及装配式建筑物,尤其是涉及一种装配式建筑物的预制墙体。The invention belongs to the field of building technology and relates to a prefabricated building, in particular to a prefabricated wall of a prefabricated building.
背景技术Background technique
装配式建筑物,即用工业化方式生产建筑物,在工厂生产加工建筑主要构件,运送到工地现场,拼装成高品质的商务楼、住房等建筑物。装配式建筑物的建筑周期短、资源消耗少,绿色环保,建造成本低,可以有效改善施工环境,改善漏水、保温性能不佳等弊病。例如,中国专利文献公开了一种钢结构和预制混凝土装配式住宅建筑体系[申请号:201310050953.4],包括:钢结构框架、楼板钢筋网、现浇混凝土、预制混凝土外墙板、保温浇注料、预制轻质墙板、预制混凝土楼梯、预制混凝土楼梯承台板、楼梯承台板钢筋网、预制混凝土阳台板、预制混凝土空调板;预制混凝土外墙板、保温浇注料与预制轻质墙板组成复合外墙体;预制构件与现浇楼板、现浇楼梯承台板及钢结构框架采用两种方式连接:一种是通过钢框架上的连接件与预制构件上的预埋件连接、预制构件之间的预埋件相互连接;一种是把预制构件上的外露钢筋与现浇楼板钢筋网、现浇楼梯承台板钢筋网搭接并焊接在一起,浇筑混凝土后凝固为一个整体。Assembled buildings, which use industrialized production of buildings, produce and process the main components of the building in the factory, transport them to the site, and assemble them into high-quality commercial buildings, houses and other buildings. The prefabricated buildings have short construction period, low resource consumption, green environmental protection, and low construction cost, which can effectively improve the construction environment and improve the water leakage and poor thermal insulation performance. For example, the Chinese patent literature discloses a steel structure and precast concrete prefabricated residential building system [application number: 201310050953.4], including: steel structure frame, floor slab mesh, cast-in-place concrete, precast concrete siding, insulation castable, Prefabricated lightweight wall panels, precast concrete stairs, precast concrete stair decks, stair deck slabs, precast concrete slabs, precast concrete slabs; precast concrete siding, insulation castables and prefabricated lightweight siding Composite exterior wall; prefabricated components are connected to cast-in-place slabs, cast-in-place stair slabs and steel structural frames in two ways: one is through the connection of the steel frame to the embedded parts on the prefabricated components, the prefabricated components The pre-embedded parts are connected to each other; one is to splicing and welding the exposed steel bars on the prefabricated components with the cast-in-situ slab steel mesh and the cast-in-place stair slab steel mesh, and solidifying the concrete into a whole after pouring concrete.
然而,现有技术中的装配式建筑物通常仅能实现单面墙板的装配,即预制较小单元的墙板,在吊装到位后再组装成墙体。这种方式虽然也可称为装配式住宅,但并未实现真正意义上的装配。由于基本单元较小,装配过程仍然比较复杂,建造速度、建造成本、能源消耗等并未实现显著变化。However, the prior art assembled buildings are usually only capable of assembling single-sided wall panels, that is, prefabricated wall panels of smaller units, which are assembled into a wall after being hoisted in place. Although this method can also be called a prefabricated house, it does not achieve a true assembly. Due to the small basic unit, the assembly process is still complicated, and the construction speed, construction cost, energy consumption, etc. have not changed significantly.
发明内容Summary of the invention
本发明的目的是针对上述问题,提供一种易于装配成建筑物、成本显著降低,节能环保的装配式建筑物的预制墙体。SUMMARY OF THE INVENTION The object of the present invention is to provide a prefabricated wall of a prefabricated building which is easy to assemble into a building, has a significantly reduced cost, and is energy-saving and environmentally friendly.
为达到上述目的,本发明采用了下列技术方案:本装配式建筑物的预制墙体,其特征在于,本预制墙体包括至少一块由钢筋混凝土制成的预制墙板,所述的预制墙板内设有若干由钢筋制成且横向延伸的横筋和若干由钢筋制成且纵向延伸的纵筋。In order to achieve the above object, the present invention adopts the following technical solution: a prefabricated wall of the prefabricated building, characterized in that the prefabricated wall body comprises at least one prefabricated wall panel made of reinforced concrete, the prefabricated wall panel There are a plurality of transverse ribs made of steel bars and extending laterally and a plurality of longitudinal ribs made of steel bars and extending longitudinally.
在上述的装配式建筑物的预制墙体中,所述的预制墙板的上端设有至少一个起吊构件,所述的起吊构件与纵筋上端可拆卸连接或者预制在预制墙板上。In the prefabricated wall of the above-mentioned prefabricated building, the upper end of the prefabricated wall panel is provided with at least one lifting member, and the lifting member is detachably connected to the upper end of the longitudinal rib or prefabricated on the prefabricated wall panel.
在上述的装配式建筑物的预制墙体中,上下相邻的两块预制墙板之间的纵筋一一对应设置且能够通过纵筋连接结构相连。In the prefabricated wall of the above-mentioned prefabricated building, the longitudinal ribs between the two adjacent prefabricated wall panels are arranged one-to-one and can be connected by the longitudinal rib connection structure.
在上述的装配式建筑物的预制墙体中,所述的纵筋连接结构包括卡接套和卡接头,所述的卡接套固连在一根纵筋端部,所述的卡接头固连在另一根纵筋端部,所述的卡接套和卡接头相互卡接固连。In the prefabricated wall of the above-mentioned prefabricated building, the longitudinal rib connecting structure comprises a snap sleeve and a card joint, and the snap sleeve is fixedly connected to an end of a longitudinal rib, and the card joint is fixed Connected to the end of the other longitudinal rib, the snap sleeve and the card joint are snap-fitted to each other.
在上述的装配式建筑物的预制墙体中,所述的卡接套外端端口内具有卡接部,所述的卡接部内端与卡接套内壁之间形成倒钩卡槽,卡接部外端具有呈倒圆台锥形的插接 口,在卡接套内设有轴向向外延伸且顶部具有锥形头的定位销;所述的卡接头外端具有若干沿周向均匀排列的卡柱,所述的卡柱的端部具有径向向外凸出的膨大部且膨大部后端形成当卡柱进入卡接套后能与倒钩卡槽相卡合的倒钩卡体,所述的卡柱合围形成当卡柱进入卡接套后能使定位销插入的连接通道。In the prefabricated wall of the assembled building, the outer end port of the snap sleeve has a snap portion, and the inner end of the snap portion and the inner wall of the snap sleeve form a barb slot, and the card is connected. The outer end has a taper that is tapered a positioning pin having an axially outwardly extending portion and a tapered head at the top; the outer end of the card joint has a plurality of posts arranged uniformly in the circumferential direction, and the end of the post The protrusion has a radially outwardly protruding portion and the rear end of the enlarged portion forms a barb card body that can engage with the barb slot when the post enters the snap sleeve, and the post is formed to form when the post enters A connecting channel through which the locating pin can be inserted after the ferrule is inserted.
在上述的装配式建筑物的预制墙体中,所述的卡接套与纵筋端部之间和/或卡接头与纵筋端部之间设有调节杆,所述的调节杆上设有分别与纵筋端部和卡接套或卡接头螺纹连接的正反螺纹且当调节杆朝着一个方向旋转时能使对应设置的纵筋相互靠拢或相互远离。In the prefabricated wall of the above-mentioned prefabricated building, an adjusting rod is arranged between the snap sleeve and the longitudinal rib end and/or between the card joint and the longitudinal rib end, and the adjusting rod is provided There are positive and negative threads that are respectively threadedly connected to the ends of the longitudinal ribs and the snap sleeves or the card joints and when the adjustment rods are rotated in one direction, the corresponding longitudinal ribs can be brought closer together or away from each other.
在上述的装配式建筑物的预制墙体中,所述的纵筋端部位于预制墙板内且在纵筋端部固连有预埋于预制墙板内且能与调节杆、卡接套和卡接头中的任意一种螺纹连接的预埋螺母。In the prefabricated wall of the above-mentioned prefabricated building, the longitudinal rib end is located in the prefabricated wall panel and is fixedly embedded in the prefabricated wall panel at the end of the longitudinal rib and can be adjusted with the adjusting rod and the snap sleeve. A pre-embedded nut that is threaded to any of the card joints.
在上述的装配式建筑物的预制墙体中,上下相邻的两块预制墙板之间设有墙体支脚从而在上下相邻的两个楼层的预制墙板之间形成浇筑空间,所述的纵筋连接结构设置在浇筑空间内且在浇筑空间内还设有楼层横向筋,所述的浇筑空间内现浇混凝土。In the prefabricated wall of the above-mentioned prefabricated building, wall legs are arranged between two adjacent prefabricated wall panels to form a pouring space between the prefabricated wall panels of two floors adjacent to each other. The longitudinal reinforcement connection structure is disposed in the pouring space and is further provided with floor lateral reinforcements in the pouring space, and the pouring concrete is cast-in-place concrete.
在上述的装配式建筑物的预制墙体中,上下相邻的两块预制墙板之间设有至少一个能够调节预制墙板高度的顶升装置。In the prefabricated wall of the above-mentioned prefabricated building, at least one jacking device capable of adjusting the height of the prefabricated wall panel is disposed between the two adjacent prefabricated wall panels.
在上述的装配式建筑物的预制墙体中,横向相邻的各预制墙板连为一体,所述的预制墙板设置在同一平面上或者分布在不同面上。In the prefabricated wall of the above-mentioned prefabricated building, the laterally adjacent prefabricated wall panels are integrally connected, and the prefabricated wall panels are disposed on the same plane or distributed on different faces.
在上述的装配式建筑物的预制墙体中,横向相邻的两块预制墙板之间的横筋一一对应设置且通过横筋连接结构相连。In the prefabricated wall of the above-mentioned prefabricated building, the transverse ribs between the two adjacent prefabricated wall panels are arranged one by one and connected by a transverse rib connection structure.
在上述的装配式建筑物的预制墙体中,所述的横筋连接结构包括连接套和连接头,所述的连接套活动套设在一根横筋端部且在该横筋端部具有防止连接套轴向向外脱出横筋的膨大体,所述的连接头固定在另一根横筋的端部,所述的连接头插于连接套内且两者螺纹连接,所述的连接套侧部开有与连接套内部相贯通且当连接套和连接头相连后能注入固化剂从而使连接套、膨大体和连接头之间固化有固化剂的加注孔。In the prefabricated wall of the above-mentioned prefabricated building, the transverse rib connecting structure comprises a connecting sleeve and a connecting head, wherein the connecting sleeve is sleeved at a lateral rib end and has a joint preventing sleeve at the end of the transverse rib Extending axially outwardly from the enlarged body of the transverse rib, the connecting head is fixed at the end of the other transverse rib, the connecting head is inserted into the connecting sleeve and the two are screwed, and the side of the connecting sleeve is opened A filling hole which penetrates the inside of the connecting sleeve and can inject a curing agent when the connecting sleeve and the connecting head are connected to solidify a curing agent between the connecting sleeve, the expanded body and the connecting head.
在上述的装配式建筑物的预制墙体中,各预制墙板连成H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种。In the prefabricated wall of the above-mentioned prefabricated building, each prefabricated wall panel is connected into an H-shaped wall, a cross-shaped wall, an L-shaped wall, a 匚-shaped wall, a T-shaped wall, a Z-shaped wall, F Shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partial opening Any of the rectangular walls.
在上述的装配式建筑物的预制墙体中,构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板中至少有一面预制墙板具有凹凸结构。In the prefabricated wall of the above-mentioned prefabricated building, the above-mentioned H-shaped wall, cross-shaped wall, L-shaped wall, 匚-shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partially open rectangular wall At least one of the prefabricated wall panels of any of the walls has a concave-convex structure.
在上述的装配式建筑物的预制墙体中,构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、日字形墙体、一字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板中至少有一面预制墙板的外侧形成弯折部。In the prefabricated wall of the above-mentioned prefabricated building, the above-mentioned H-shaped wall, cross-shaped wall, L-shaped wall, 匚-shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, Japanese-shaped wall, in-line wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partially open rectangular wall At least one of the prefabricated wall panels of any of the wall forms a bent portion on the outer side of the prefabricated wall panel.
在上述的装配式建筑物的预制墙体中,所述的预制墙板包括平板预制墙板和弧形预制墙板,所述的预制墙板合围形成框形体且其中至少一块预制墙板为弧形预制墙板。 In the prefabricated wall of the above-mentioned prefabricated building, the prefabricated wall panel comprises a flat prefabricated wall panel and a curved prefabricated wall panel, wherein the prefabricated wall panel is formed to form a frame body and at least one of the prefabricated wall panels is an arc. Prefabricated wall panels.
在上述的装配式建筑物的预制墙体中,所述的框形体内设有至少一面与框形体连为一体的预制墙板且该预制墙板将框形体内部划分为若干区间。In the prefabricated wall of the above-mentioned prefabricated building, the frame body is provided with a prefabricated wall panel integrally connected with the frame body at least one side and the prefabricated wall panel divides the interior of the frame body into a plurality of sections.
在上述的装配式建筑物的预制墙体中,所述的预制墙板均为平板预制墙板且各平板预制墙板连接形成周向开放式墙体。In the prefabricated wall of the above-mentioned prefabricated building, the prefabricated wall panels are flat prefabricated wall panels and the flat prefabricated wall panels are joined to form a circumferential open wall.
在上述的装配式建筑物的预制墙体中,本预制墙体还包括由钢筋混凝土制成的预制楼层板,若干预制墙板构成作为单层楼层或多层楼层使用的楼层体,所述的预制楼层板设置在楼层体上从而构成单层楼层体或多层楼层体。In the prefabricated wall of the above-mentioned prefabricated building, the prefabricated wall further comprises a prefabricated floor panel made of reinforced concrete, and the plurality of prefabricated wall panels constitute a floor body used as a single floor or a multi-storey floor, The prefabricated floor panels are placed on the floor body to form a single storey floor or a multi-storey floor.
在上述的装配式建筑物的预制墙体中,所述的单层楼层体或多层楼层体的底部设有由钢筋混凝土制成的楼层地板。In the prefabricated wall of the above-mentioned prefabricated building, the bottom of the single-storey floor or the multi-storey floor is provided with a floor made of reinforced concrete.
与现有的技术相比,本装配式建筑物的预制墙体的优点在于:1、设计合理,易于制造,能够实现建筑物的快速装配,有效改善施工环境,实现真正意义上的装配式建筑物的建造,大幅降低建造成本,减少能源损耗。2、通过工厂化生产和现场装配施工,可大幅减少建筑垃圾和建筑污水,降低建筑噪音,降低有害气体及粉尘的排放,减少现场施工及管理人员。3、结构强度高,连接稳固可靠,构件精度更高,能最大限度地改善墙体开裂、渗漏等质量通病,并提高住宅整体安全等级、防火性和耐久性。Compared with the existing technology, the prefabricated wall of the prefabricated building has the advantages of: 1. Reasonable design, easy manufacture, quick assembly of the building, effective improvement of the construction environment, and real assembly of the building. The construction of materials greatly reduces construction costs and reduces energy consumption. 2. Through factory production and on-site assembly construction, construction waste and construction sewage can be greatly reduced, construction noise can be reduced, harmful gas and dust emissions can be reduced, and on-site construction and management personnel can be reduced. 3, high structural strength, stable and reliable connection, higher component accuracy, can maximize the quality of the wall cracking, leakage and other common problems, and improve the overall safety level, fire resistance and durability of the house.
附图说明DRAWINGS
图1是本发明提供的实施例1结构示意图。1 is a schematic view showing the structure of Embodiment 1 provided by the present invention.
图2是本发明提供的实施例1的其他结构示意图。Fig. 2 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图3是本发明提供的实施例1的其他结构示意图。Fig. 3 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图4是本发明提供的实施例1的其他结构示意图。Fig. 4 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图5是本发明提供的实施例1的其他结构示意图。Fig. 5 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图6是本发明提供的实施例1的其他结构示意图。Fig. 6 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图7是本发明提供的实施例1的其他结构示意图。Fig. 7 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图8是本发明提供的实施例1的其他结构示意图。Fig. 8 is a schematic view showing another structure of the embodiment 1 provided by the present invention.
图9是本发明提供的实施例1的其他结构示意图。Fig. 9 is a view showing another configuration of the embodiment 1 provided by the present invention.
图10是本发明提供的实施例1的其他结构示意图。Fig. 10 is a view showing another structure of the embodiment 1 provided by the present invention.
图11是本发明提供的实施例1的其他结构示意图。Fig. 11 is a view showing another configuration of the embodiment 1 provided by the present invention.
图12是本发明提供的实施例1的其他结构示意图。Fig. 12 is a view showing another configuration of the embodiment 1 provided by the present invention.
图13是本发明提供的实施例1的其他结构示意图。Fig. 13 is a view showing another configuration of the embodiment 1 provided by the present invention.
图14是本发明提供的实施例1的其他结构示意图。Fig. 14 is a view showing another configuration of the embodiment 1 provided by the present invention.
图15是本发明提供的实施例1的其他结构示意图。Fig. 15 is a view showing another configuration of the embodiment 1 provided by the present invention.
图16是本发明提供的实施例1的其他结构示意图。Fig. 16 is a view showing another configuration of the embodiment 1 provided by the present invention.
图17是本发明提供的实施例1的其他结构示意图。Fig. 17 is a view showing another configuration of the embodiment 1 provided by the present invention.
图18是本发明提供的实施例1的其他结构示意图。Fig. 18 is a view showing another configuration of the embodiment 1 provided by the present invention.
图19是本发明提供的实施例1的其他结构示意图。Fig. 19 is a view showing another configuration of the embodiment 1 provided by the present invention.
图20是本发明提供的实施例1的其他结构示意图。Fig. 20 is a view showing another configuration of the embodiment 1 provided by the present invention.
图21是本发明提供的实施例1的其他结构示意图。Fig. 21 is a view showing another configuration of the embodiment 1 provided by the present invention.
图22是本发明提供的实施例1的其他结构示意图。 Fig. 22 is a view showing another configuration of the embodiment 1 provided by the present invention.
图23是本发明提供的实施例1的其他结构示意图。Fig. 23 is a view showing another configuration of the embodiment 1 provided by the present invention.
图24是本发明提供的实施例1的其他结构示意图。Fig. 24 is a view showing another configuration of the embodiment 1 provided by the present invention.
图25是本发明提供的实施例1的其他结构示意图。Fig. 25 is a view showing another configuration of the embodiment 1 provided by the present invention.
图26是本发明提供的实施例2的结构示意图。Figure 26 is a schematic view showing the structure of Embodiment 2 provided by the present invention.
图27是本发明提供的实施例2的其他结构示意图。Figure 27 is a view showing another structure of the embodiment 2 provided by the present invention.
图28是本发明提供的实施例2的其他结构示意图。Fig. 28 is a view showing another configuration of the embodiment 2 provided by the present invention.
图29是本发明提供的实施例2的其他结构示意图。Fig. 29 is a view showing another configuration of the embodiment 2 provided by the present invention.
图30是本发明提供的实施例3结构示意图。Figure 30 is a schematic view showing the structure of Embodiment 3 provided by the present invention.
图31是图30中X部的局部放大图。Figure 31 is a partial enlarged view of the X portion of Figure 30.
图32是本发明提供的实施例4结构示意图。Figure 32 is a schematic view showing the structure of Embodiment 4 provided by the present invention.
图33是图32中Y部的局部放大图。Figure 33 is a partial enlarged view of the Y portion of Figure 32.
图34是本发明提供的部分结构示意图。Figure 34 is a partial structural view of the present invention.
图中,预制墙板1、凹凸结构11、弯折部12、框形体2、区间21、预制楼层板3、楼层体4、单层楼层体41、多层楼层体42、楼层地板5、横筋6、膨大体61、横筋连接结构7、连接套71、加注孔71a、连接头72、纵筋8、纵筋连接结构9、卡接套91、卡接部91a、倒钩卡槽91b、插接口91c、锥形头91d、定位销91e、卡接头92、卡柱92a、膨大部92b、倒钩卡体92c、连接通道92d、墙体支脚100、浇筑空间101、楼层横向筋102、起吊构件A、调节杆B、预埋螺母C、顶升装置D。In the figure, the prefabricated wall panel 1, the concave-convex structure 11, the bent portion 12, the frame-shaped body 2, the section 21, the prefabricated floor panel 3, the floor body 4, the single-storey floor body 41, the multi-storey floor body 42, the floor floor 5, and the transverse ribs 6. Expanded body 61, transverse rib connection structure 7, connecting sleeve 71, filling hole 71a, connecting head 72, longitudinal rib 8, longitudinal rib connecting structure 9, snap sleeve 91, snap portion 91a, barb slot 91b, Insert interface 91c, tapered head 91d, positioning pin 91e, card joint 92, post 92a, enlarged portion 92b, barb card body 92c, connecting passage 92d, wall leg 100, pouring space 101, floor lateral rib 102, lifting Member A, adjustment rod B, embedded nut C, jacking device D.
具体实施方式detailed description
实施例1:Example 1:
如图1-34所示,本装配式建筑物的预制墙体包括至少一块由钢筋混凝土制成的预制墙板1,所述的预制墙板1内设有若干由钢筋制成且横向延伸的横筋6和若干由钢筋制成且纵向延伸的纵筋8。预制墙板1的上端设有至少一个起吊构件A,起吊构件A与纵筋8上端可拆卸连接或者预制在预制墙板1上。上下相邻的两块预制墙板1之间的纵筋8一一对应设置且能够通过纵筋连接结构9相连。As shown in FIG. 1-34, the prefabricated wall of the prefabricated building includes at least one prefabricated wall panel 1 made of reinforced concrete, and the prefabricated wall panel 1 is provided with a plurality of steel bars and laterally extending. The transverse rib 6 and a plurality of longitudinal ribs 8 made of steel and extending longitudinally. The upper end of the prefabricated wall panel 1 is provided with at least one lifting member A, and the lifting member A is detachably connected to the upper end of the longitudinal rib 8 or prefabricated on the prefabricated wall panel 1. The longitudinal ribs 8 between the two adjacent prefabricated wall panels 1 are arranged one by one and can be connected by the longitudinal rib connection structure 9.
本实施例中,如图32-34所示,纵筋连接结构9包括卡接套91和卡接头92,所述的卡接套91固连在一根纵筋8端部,所述的卡接头92固连在另一根纵筋8端部,所述的卡接套91和卡接头92相互卡接固连。具体而言,卡接套91外端端口内具有卡接部91a,所述的卡接部91a内端与卡接套91内壁之间形成倒钩卡槽91b,卡接部91a外端具有呈倒圆台锥形的插接口91c,在卡接套91内设有轴向向外延伸且顶部具有锥形头91d的定位销91e;所述的卡接头92外端具有若干沿周向均匀排列的卡柱92a,所述的卡柱92a的端部具有径向向外凸出的膨大部92b且膨大部92b后端形成当卡柱92a进入卡接套91后能与倒钩卡槽91b相卡合的倒钩卡体92c,所述的卡柱91a合围形成当卡柱92a进入卡接套91后能使定位销91e插入的连接通道92d。In this embodiment, as shown in FIGS. 32-34, the longitudinal reinforcement connecting structure 9 includes a snap sleeve 91 and a card joint 92, and the snap sleeve 91 is fixedly attached to an end of a longitudinal rib 8, the card The joint 92 is fixed to the end of the other longitudinal rib 8, and the snap sleeve 91 and the snap joint 92 are snap-fitted to each other. Specifically, the outer end port of the snap sleeve 91 has a latching portion 91a, and the inner end of the latching portion 91a and the inner wall of the snap sleeve 91 form a barb slot 91b, and the outer end of the latching portion 91a has The rounded-cone-shaped insertion port 91c is provided with a positioning pin 91e extending axially outwardly and having a tapered head 91d at the top; the outer end of the card joint 92 has a plurality of circumferentially evenly arranged The post 92a has an enlarged portion 92b protruding radially outwardly from the end of the post 92a and a rear end of the enlarged portion 92b is formed to be engaged with the barb slot 91b when the post 92a enters the snap sleeve 91. The barbs 92c are closed, and the posts 91a are formed to form a connecting passage 92d into which the positioning pins 91e can be inserted after the posts 92a enter the snap sleeves 91.
卡接套91与纵筋8端部之间和/或卡接头92与纵筋8端部之间设有调节杆B,所述的调节杆B上设有分别与纵筋8端部和卡接套91或卡接头92螺纹连接的正反螺纹且当调节杆B朝着一个方向旋转时能使对应设置的纵筋8相互靠拢或相互远离。An adjusting rod B is disposed between the card sleeve 91 and the end of the longitudinal rib 8 and/or between the card joint 92 and the end of the longitudinal rib 8. The adjusting rod B is respectively provided with the end of the longitudinal rib 8 and the card The front and back threads of the sleeve 91 or the card joint 92 are screwed and when the adjustment lever B is rotated in one direction, the corresponding longitudinal bars 8 can be brought closer to each other or away from each other.
纵筋8端部位于预制墙板1内且在纵筋8端部固连有预埋于预制墙板1内且能与 调节杆B、卡接套91和卡接头92中的任意一种螺纹连接的预埋螺母C。上下相邻的两块预制墙板1之间设有墙体支脚100从而在上下相邻的两个楼层的预制墙板1之间形成浇筑空间101,所述的纵筋连接结构9设置在浇筑空间101内且在浇筑空间101内还设有楼层横向筋102,所述的浇筑空间101内现浇混凝土。上下相邻的两块预制墙板1之间设有至少一个能够调节预制墙板1高度的顶升装置D。这里的顶升装置D可以为千斤顶,用以调节在装配时调整预制墙板1高度和平衡。The end of the longitudinal rib 8 is located in the prefabricated wall panel 1 and is fixed at the end of the longitudinal rib 8 and embedded in the prefabricated wall panel 1 and can be The pre-embedded nut C of any one of the adjustment rod B, the snap sleeve 91 and the card joint 92 is screwed. A wall leg 100 is disposed between the two prefabricated wall panels 1 adjacent to each other to form a pouring space 101 between the prefabricated wall panels 1 of two floors adjacent to each other, and the longitudinal rib connecting structure 9 is disposed at the pouring A floor lateral rib 102 is also provided in the space 101 and in the pouring space 101, and the pouring space 101 is cast-in-place concrete. At least one jacking device D capable of adjusting the height of the prefabricated wall panel 1 is provided between the two prefabricated wall panels 1 adjacent to each other. The jacking device D here can be a jack for adjusting the height and balance of the prefabricated wall panel 1 during assembly.
横向相邻的各预制墙板1连为一体,所述的预制墙板1设置在同一平面上或者分布在不同面上。横向相邻的两块预制墙板1之间的横筋6一一对应设置且通过横筋连接结构7相连。横筋连接结构7包括连接套71和连接头72,所述的连接套72活动套设在一根横筋6端部且在该横筋6端部具有防止连接套71轴向向外脱出横筋6的膨大体61,所述的连接头72固定在另一根横筋6的端部,所述的连接头72插于连接套71内且两者螺纹连接,所述的连接套71侧部开有与连接套71内部相贯通且当连接套71和连接头72相连后能注入固化剂从而使连接套71、膨大体61和连接头72之间固化有固化剂的加注孔71a。这里的固化剂可以为水泥、树脂材料等。The prefabricated wall panels 1 adjacent to each other are integrally connected, and the prefabricated wall panels 1 are disposed on the same plane or distributed on different surfaces. The transverse ribs 6 between the two adjacent prefabricated wall panels 1 are arranged one by one and connected by the transverse rib connection structure 7. The transverse rib connecting structure 7 comprises a connecting sleeve 71 and a connecting head 72. The connecting sleeve 72 is movably sleeved on one end of the transverse rib 6 and has an expansion at the end of the transverse rib 6 to prevent the connecting sleeve 71 from coming out axially outwardly. The connecting body 72 is fixed to the end of the other transverse rib 6, the connecting head 72 is inserted into the connecting sleeve 71 and the two are screwed, and the connecting sleeve 71 is opened and connected at the side. The sleeve 71 is internally penetrated and can be injected with a curing agent when the connecting sleeve 71 and the connecting head 72 are connected to form a filling hole 71a for curing the curing agent between the connecting sleeve 71, the expanded body 61 and the connecting head 72. The curing agent herein may be cement, a resin material or the like.
实施例2:Example 2:
如图2-25所示,各预制墙板1连成H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种。构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板1中至少有一面预制墙板1具有凹凸结构11。构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、日字形墙体、一字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板1中至少有一面预制墙板1的外侧形成弯折部12。预制墙板1包括平板预制墙板和弧形预制墙板,所述的预制墙板1合围形成框形体2且其中至少一块预制墙板1为弧形预制墙板。框形体2内设有至少一面与框形体2连为一体的预制墙板1且该预制墙板1将框形体2内部划分为若干区间21。预制墙板1均为平板预制墙板且各平板预制墙板连接形成周向开放式墙体。As shown in Figure 2-25, each prefabricated wall panel 1 is connected into an H-shaped wall, a cross-shaped wall, an L-shaped wall, a 匚-shaped wall, a T-shaped wall, a Z-shaped wall, an F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall, partially open rectangular wall Any of them. The above-mentioned H-shaped wall, cross-shaped wall, L-shaped wall, 匚-shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall At least one of the prefabricated wall panels 1 of any one of a body, a wall, a zigzag wall, a mountain wall, a glyph wall, a well-shaped wall, a rectangular wall, and a partially open rectangular wall One of the prefabricated wall panels 1 has a concave-convex structure 11. The above-mentioned H-shaped wall, cross-shaped wall, L-shaped wall, 匚-shaped wall, T-shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall At least one of the prefabricated wall panels 1 of any one of a body, a Japanese-shaped wall, a wall-shaped wall, a mountain-shaped wall, a top-shaped wall, a well-shaped wall, a rectangular wall, and a partially open rectangular wall A bent portion 12 is formed on the outer side of one of the prefabricated wall panels 1. The prefabricated wall panel 1 comprises a flat prefabricated wall panel and a curved prefabricated wall panel, and the prefabricated wall panel 1 is formed to form a frame body 2 and at least one of the prefabricated wall panels 1 is a curved prefabricated wall panel. The frame body 2 is provided with a prefabricated wall panel 1 in which at least one side is integrated with the frame body 2, and the prefabricated wall panel 1 divides the inside of the frame body 2 into a plurality of sections 21. The prefabricated wall panels 1 are flat prefabricated wall panels and each of the prefabricated wall panels is connected to form a circumferential open wall.
实施例3:Example 3:
如图26-29所示,本预制墙体还包括由钢筋混凝土制成的预制楼层板3,若干预制墙板1构成作为单层楼层或多层楼层使用的楼层体4,所述的预制楼层板3设置在楼层体4上从而构成单层楼层体41或多层楼层体42。单层楼层体41或多层楼层体42的底部设有由钢筋混凝土制成的楼层地板5。As shown in Figures 26-29, the prefabricated wall further comprises a prefabricated floor panel 3 made of reinforced concrete, and the plurality of prefabricated wall panels 1 constitute a floor panel 4 for use as a single storey or multi-storey floor, said prefabricated floor The board 3 is disposed on the floor body 4 to constitute a single floor body 41 or a plurality of floor bodies 42. The floor of the single-storey floor body 41 or the multi-storey floor body 42 is provided with a floor slab 5 made of reinforced concrete.
本文中所描述的具体实施例仅仅是对本发明精神作举例说明。本发明所属技术领域的技术人员可以对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,但并不会偏离本发明的精神或者超越所附权利要求书所定义的范围。The specific embodiments described herein are merely illustrative of the spirit of the invention. A person skilled in the art can make various modifications or additions to the specific embodiments described or in a similar manner, without departing from the spirit of the invention or as defined by the appended claims. The scope.
尽管本文较多地使用了预制墙板1、凹凸结构11、弯折部12、框形体2、区间21、预制楼层板3、楼层体4、单层楼层体41、多层楼层体42、楼层地板6、横筋6、膨大体61、横筋连 接结构7、连接套71、加注孔71a、连接头72、纵筋8、纵筋连接结构9、卡接套91、卡接部91a、倒钩卡槽91b、插接口91c、锥形头91d、定位销91e、卡接头92、卡柱92a、膨大部92b、倒钩卡体92c、连接通道92d、墙体支脚100、浇筑空间101、楼层横向筋102、起吊构件A、调节杆B、预埋螺母C、顶升装置D等术语,但并不排除使用其它术语的可能性。使用这些术语仅仅是为了更方便地描述和解释本发明的本质;把它们解释成任何一种附加的限制都是与本发明精神相违背的。 Although the prefabricated wall panel 1, the concave-convex structure 11, the bent portion 12, the frame-shaped body 2, the section 21, the prefabricated floor panel 3, the floor body 4, the single-storey floor body 41, the multi-storey floor body 42, and the floor are used more frequently herein. Floor 6, transverse rib 6, expanded body 61, transverse ribs Connection structure 7, connecting sleeve 71, filling hole 71a, connecting head 72, longitudinal rib 8, longitudinal rib connecting structure 9, snap sleeve 91, snap portion 91a, barb slot 91b, plug interface 91c, taper head 91d, positioning pin 91e, card joint 92, post 92a, enlarged portion 92b, barb card body 92c, connecting passage 92d, wall leg 100, pouring space 101, floor lateral rib 102, lifting member A, adjusting rod B, The terms such as nut C, jacking device D are embedded, but the possibility of using other terms is not excluded. These terms are only used to describe and explain the nature of the invention more conveniently; it is to be construed that any additional limitation is inconsistent with the spirit of the invention.

Claims (20)

  1. 一种装配式建筑物的预制墙体,其特征在于,本预制墙体包括至少一块由钢筋混凝土制成的预制墙板(1),所述的预制墙板(1)内设有若干由钢筋制成且横向延伸的横筋(6)和若干由钢筋制成且纵向延伸的纵筋(8)。A prefabricated wall of a prefabricated building, characterized in that the prefabricated wall comprises at least one prefabricated wall panel (1) made of reinforced concrete, and the prefabricated wall panel (1) is provided with a plurality of reinforcing bars A transverse rib (6) made of laterally extending and a plurality of longitudinal ribs (8) made of steel and extending longitudinally.
  2. 根据权利要求1所述的装配式建筑物的预制墙体,其特征在于,所述的预制墙板(1)的上端设有至少一个起吊构件(A),所述的起吊构件(A)与纵筋(8)上端可拆卸连接或者预制在预制墙板(1)上。The prefabricated wall of the prefabricated building according to claim 1, characterized in that the upper end of the prefabricated wall panel (1) is provided with at least one lifting member (A), the lifting member (A) and The upper end of the longitudinal rib (8) is detachably connected or prefabricated on the prefabricated wall panel (1).
  3. 根据权利要求2所述的装配式建筑物的预制墙体,其特征在于,上下相邻的两块预制墙板(1)之间的纵筋(8)一一对应设置且能够通过纵筋连接结构(9)相连。The prefabricated wall of the prefabricated building according to claim 2, characterized in that the longitudinal ribs (8) between the two adjacent prefabricated wall panels (1) are arranged one by one and can be connected by the longitudinal reinforcement Structure (9) is connected.
  4. 根据权利要求3所述的装配式建筑物的预制墙体,其特征在于,所述的纵筋连接结构(9)包括卡接套(91)和卡接头(92),所述的卡接套(91)固连在一根纵筋(8)端部,所述的卡接头(92)固连在另一根纵筋(8)端部,所述的卡接套(91)和卡接头(92)相互卡接固连。The prefabricated wall of the prefabricated building according to claim 3, characterized in that the longitudinal rib connection structure (9) comprises a snap sleeve (91) and a card joint (92), the snap sleeve (91) fixed to the end of one longitudinal rib (8), the card joint (92) is fixed to the end of the other longitudinal rib (8), the snap sleeve (91) and the card joint (92) Mutual attachment to each other.
  5. 根据权利要求4所述的装配式建筑物的预制墙体,其特征在于,所述的卡接套(91)外端端口内具有卡接部(91a),所述的卡接部(91a)内端与卡接套(91)内壁之间形成倒钩卡槽(91b),卡接部(91a)外端具有呈倒圆台锥形的插接口(91c),在卡接套(91)内设有轴向向外延伸且顶部具有锥形头(91d)的定位销(91e);所述的卡接头(92)外端具有若干沿周向均匀排列的卡柱(92a),所述的卡柱(92a)的端部具有径向向外凸出的膨大部(92b)且膨大部(92b)后端形成当卡柱(92a)进入卡接套(91)后能与倒钩卡槽(91b)相卡合的倒钩卡体(92c),所述的卡柱(91a)合围形成当卡柱(92a)进入卡接套(91)后能使定位销(91e)插入的连接通道(92d)。The prefabricated wall of the prefabricated building according to claim 4, wherein the outer end port of the snap sleeve (91) has a snap portion (91a), and the snap portion (91a) A barb slot (91b) is formed between the inner end and the inner wall of the snap sleeve (91), and the outer end of the latching portion (91a) has a socket (91c) having a rounded cone shape, and is inside the snap sleeve (91). a positioning pin (91e) having an axially outwardly extending portion and having a tapered head (91d) at the top; the outer end of the card joint (92) has a plurality of posts (92a) uniformly arranged in the circumferential direction, The end of the post (92a) has a radially outwardly convex portion (92b) and the rear end of the enlarged portion (92b) forms a slot with the barb when the post (92a) enters the snap sleeve (91). (91b) a reciprocating barb body (92c), wherein the post (91a) is formed to form a connecting passage for inserting the positioning pin (91e) when the post (92a) enters the snap sleeve (91) (92d).
  6. 根据权利要求4所述的装配式建筑物的预制墙体,其特征在于,所述的卡接套(91)与纵筋(8)端部之间和/或卡接头(92)与纵筋(8)端部之间设有调节杆(B),所述的调节杆(B)上设有分别与纵筋(8)端部和卡接套(91)或卡接头(92)螺纹连接的正反螺纹且当调节杆(B)朝着一个方向旋转时能使对应设置的纵筋(8)相互靠拢或相互远离。The prefabricated wall of the prefabricated building according to claim 4, characterized in that the snap sleeve (91) and the longitudinal rib (8) end and/or the card joint (92) and the longitudinal rib (8) An adjusting rod (B) is arranged between the ends, and the adjusting rod (B) is provided with a threaded connection with the longitudinal rib (8) end and the snap sleeve (91) or the card joint (92), respectively. The forward and reverse threads and when the adjustment rod (B) is rotated in one direction enables the corresponding longitudinal ribs (8) to be brought closer together or away from each other.
  7. 根据权利要求6所述的装配式建筑物的预制墙体,其特征在于,所述的纵筋(8)端部位于预制墙板(1)内且在纵筋(8)端部固连有预埋于预制墙板(1)内且能与调节杆(B)、卡接套(91)和卡接头(92)中的任意一种螺纹连接的预埋螺母(C)。The prefabricated wall of the prefabricated building according to claim 6, characterized in that the end of the longitudinal rib (8) is located in the prefabricated wall panel (1) and is fixed at the end of the longitudinal rib (8) A pre-embedded nut (C) that is embedded in the prefabricated wall panel (1) and can be screwed to any one of the adjustment rod (B), the snap sleeve (91) and the card joint (92).
  8. 根据权利要求3或4或5或6或7所述的装配式建筑物的预制墙体,其特征在于,上下相邻的两块预制墙板(1)之间设有墙体支脚(100)从而在上下相邻的两个楼层的预制墙板(1)之间形成浇筑空间(101),所述的纵筋连接结构(9)设置在浇筑空间(101)内且在浇筑空间(101)内还设有楼层横向筋(102),所述的浇筑空间(101)内现浇混凝土。A prefabricated wall of a prefabricated building according to claim 3 or 4 or 5 or 6 or 7, characterized in that wall legs (100) are arranged between two adjacent prefabricated wall panels (1) Therefore, a pouring space (101) is formed between the prefabricated wall panels (1) of two floors adjacent to each other, and the longitudinal rib connecting structure (9) is disposed in the pouring space (101) and in the pouring space (101) There is also a floor lateral rib (102), and the pouring space (101) is cast-in-place concrete.
  9. 根据权利要求8所述的装配式建筑物的预制墙体,其特征在于,上下相邻的两块预制墙板(1)之间设有至少一个能够调节预制墙板(1)高度的顶升装置(D)。The prefabricated wall of the prefabricated building according to claim 8, characterized in that at least one of the two prefabricated wall panels (1) adjacent to each other is provided with a top lift capable of adjusting the height of the prefabricated wall panel (1) Device (D).
  10. 根据权利要求1-7中任意一项所述的装配式建筑物的预制墙体,其特征在于,横向相邻的各预制墙板(1)连为一体,所述的预制墙板(1)设置在同一平面上或者分布在不同面上。The prefabricated wall of the prefabricated building according to any one of claims 1 to 7, characterized in that the prefabricated wall panels (1) adjacent to each other are integrally connected, and the prefabricated wall panel (1) Set on the same plane or on different faces.
  11. 根据权利要求10所述的装配式建筑物的预制墙体,其特征在于,横向相邻的两块预制墙板(1)之间的横筋(6)一一对应设置且通过横筋连接结构(7)相连。The prefabricated wall of the prefabricated building according to claim 10, characterized in that the transverse ribs (6) between the two adjacent prefabricated wall panels (1) are arranged one by one correspondingly and through the transverse rib connection structure (7) ) connected.
  12. 根据权利要求11所述的装配式建筑物的预制墙体,其特征在于,所述的横筋连接 结构(7)包括连接套(71)和连接头(72),所述的连接套(72)活动套设在一根横筋(6)端部且在该横筋(6)端部具有防止连接套(71)轴向向外脱出横筋(6)的膨大体(61),所述的连接头(72)固定在另一根横筋(6)的端部,所述的连接头(72)插于连接套(71)内且两者螺纹连接,所述的连接套(71)侧部开有与连接套(71)内部相贯通且当连接套(71)和连接头(72)相连后能注入固化剂从而使连接套(71)、膨大体(61)和连接头(72)之间固化有固化剂的加注孔(71a)。A prefabricated wall of a prefabricated building according to claim 11 wherein said transverse rib connection The structure (7) comprises a connecting sleeve (71) and a connecting head (72), the connecting sleeve (72) is movably sleeved at an end of a transverse rib (6) and has a joint preventing sleeve at the end of the transverse rib (6) (71) axially outwardly disengaging the enlarged body (61) of the transverse rib (6), the connecting head (72) is fixed at the end of the other transverse rib (6), and the connecting head (72) is inserted The connecting sleeve (71) is screwed together, and the side of the connecting sleeve (71) is open to the inside of the connecting sleeve (71) and can be injected when the connecting sleeve (71) and the connecting head (72) are connected The curing agent thereby solidifies a filling hole (71a) of the curing agent between the connecting sleeve (71), the expanded body (61) and the connecting head (72).
  13. 根据权利要求10所述的装配式建筑物的预制墙体,其特征在于,各预制墙板(1)连成H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种。The prefabricated wall of the prefabricated building according to claim 10, characterized in that each prefabricated wall panel (1) is connected into an H-shaped wall, a cross-shaped wall, an L-shaped wall, a 匚-shaped wall, and a T Shaped wall, Z-shaped wall, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well Any of a glyph wall, a rectangular wall, and a partially open rectangular wall.
  14. 根据权利要求13所述的装配式建筑物的预制墙体,其特征在于,构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、一字形墙体、日字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板(1)中至少有一面预制墙板(1)具有凹凸结构(11)。The prefabricated wall of the prefabricated building according to claim 13, wherein the H-shaped wall, the cross-shaped wall, the L-shaped wall, the 匚-shaped wall, the T-shaped wall, and the Z-shaped wall are formed Body, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, inline wall, Japanese-shaped wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall At least one of the prefabricated wall panels (1) of any one of the partially open rectangular walls has a concave-convex structure (11).
  15. 根据权利要求13所述的装配式建筑物的预制墙体,其特征在于,构成上述H形墙体、十字形墙体、L形墙体、匚形墙体、T形墙体、Z形墙体、F形墙体、U字形墙体、D字形墙体、工字形墙体、日字形墙体、一字形墙体、山字形墙体、上字形墙体、井字形墙体、矩形墙体、局部开口矩形墙体中的任意一种墙体的预制墙板(1)中至少有一面预制墙板(1)的外侧形成弯折部(12)。The prefabricated wall of the prefabricated building according to claim 13, wherein the H-shaped wall, the cross-shaped wall, the L-shaped wall, the 匚-shaped wall, the T-shaped wall, and the Z-shaped wall are formed Body, F-shaped wall, U-shaped wall, D-shaped wall, I-shaped wall, Japanese-shaped wall, in-line wall, mountain-shaped wall, upper-shaped wall, well-shaped wall, rectangular wall The outer side of at least one prefabricated wall panel (1) of the prefabricated wall panel (1) of any one of the partially open rectangular walls forms a bent portion (12).
  16. 根据权利要求13所述的装配式建筑物的预制墙体,其特征在于,所述的预制墙板(1)包括平板预制墙板和弧形预制墙板,所述的预制墙板(1)合围形成框形体(2)且其中至少一块预制墙板(1)为弧形预制墙板。A prefabricated wall of a prefabricated building according to claim 13, wherein said prefabricated wall panel (1) comprises a flat prefabricated wall panel and a curved prefabricated wall panel, said prefabricated wall panel (1) The frame is formed into a frame body (2) and at least one of the prefabricated wall panels (1) is a curved prefabricated wall panel.
  17. 根据权利要求16所述的装配式建筑物的预制墙体,其特征在于,所述的框形体(2)内设有至少一面与框形体(2)连为一体的预制墙板(1)且该预制墙板(1)将框形体(2)内部划分为若干区间(21)。The prefabricated wall of the prefabricated building according to claim 16, characterized in that the frame body (2) is provided with a prefabricated wall panel (1) in which at least one side is integrated with the frame body (2) and The prefabricated wall panel (1) divides the interior of the frame body (2) into a plurality of sections (21).
  18. 根据权利要求10所述的装配式建筑物的预制墙体,其特征在于,所述的预制墙板(1)均为平板预制墙板且各平板预制墙板连接形成周向开放式墙体。The prefabricated wall of the prefabricated building according to claim 10, characterized in that the prefabricated wall panels (1) are flat prefabricated wall panels and the flat prefabricated wall panels are joined to form a circumferential open wall.
  19. 根据权利要求10所述的装配式建筑物的预制墙体,其特征在于,本预制墙体还包括由钢筋混凝土制成的预制楼层板(3),若干预制墙板(1)构成作为单层楼层或多层楼层使用的楼层体(4),所述的预制楼层板(3)设置在楼层体(4)上从而构成单层楼层体(41)或多层楼层体(42)。The prefabricated wall of the prefabricated building according to claim 10, characterized in that the prefabricated wall further comprises a prefabricated floor panel (3) made of reinforced concrete, and the plurality of prefabricated wall panels (1) are formed as a single layer. A floor body (4) for use on a floor or a multi-storey floor, the prefabricated floor panel (3) being disposed on the floor body (4) to constitute a single-storey floor body (41) or a multi-storey floor body (42).
  20. 根据权利要求19所述的装配式建筑物的预制墙体,其特征在于,所述的单层楼层体(41)或多层楼层体(42)的底部设有由钢筋混凝土制成的楼层地板(5)。 The prefabricated wall of the prefabricated building according to claim 19, characterized in that the bottom of the single-storey floor (41) or the multi-storey floor (42) is provided with a floor made of reinforced concrete. (5).
PCT/CN2016/000496 2015-08-19 2016-08-29 Prefabricated wall of assembly-type building WO2017028474A1 (en)

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