WO2021142959A1 - Unité de préfabrication de coffrage de paroi, structure de construction la comprenant et son procédé de construction - Google Patents

Unité de préfabrication de coffrage de paroi, structure de construction la comprenant et son procédé de construction Download PDF

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Publication number
WO2021142959A1
WO2021142959A1 PCT/CN2020/084297 CN2020084297W WO2021142959A1 WO 2021142959 A1 WO2021142959 A1 WO 2021142959A1 CN 2020084297 W CN2020084297 W CN 2020084297W WO 2021142959 A1 WO2021142959 A1 WO 2021142959A1
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WO
WIPO (PCT)
Prior art keywords
wall
module
wall panel
unit
formwork
Prior art date
Application number
PCT/CN2020/084297
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English (en)
Chinese (zh)
Inventor
杨东佐
Original Assignee
杨东佐
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Filing date
Publication date
Application filed by 杨东佐 filed Critical 杨东佐
Publication of WO2021142959A1 publication Critical patent/WO2021142959A1/fr

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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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • 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
    • 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
    • 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
    • E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • 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
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • the invention relates to the field of building construction, in particular to a wall formwork prefabricated unit, a building structure with the wall formwork prefabricated unit and a construction method thereof.
  • the prefabricated structure is a concrete structure that is assembled or connected by prefabricated components as the main force-bearing component.
  • Prefabricated reinforced concrete structure is one of the important directions for the development of building structures in my country. Compared with the cast-in-place construction method, the prefabricated structure can better meet the requirements of green construction and reduce the negative impact on the environment, including reducing noise, preventing dust, and reducing Environmental pollution, etc., follow the principle of sustainable development.
  • Prefabricated reinforced concrete structures have developed rapidly in recent years. Generally, steel bars are used to connect adjacent prefabricated components. However, the existing prefabricated components are low in modularity and standardization, and the connection between prefabricated components is complicated, and the strength is insufficient. At the same time, the outside of the wall in the traditional construction industry also needs to go through complicated processes such as smashing, applying a waterproof layer, and attaching external wall tiles.
  • the purpose of the present invention is to provide a prefabricated wall formwork unit that can be customized and modularized according to design requirements.
  • the present invention provides a wall formwork prefabricated unit, which includes a wallboard module and a convex column formwork assembled on one end of the wallboard module; a concave column formwork assembled on the other end of the wallboard module ,
  • the concave column template and the convex column template complement and match each other;
  • the wall panel module includes two opposite wall surfaces, each of the wall surfaces includes a plurality of mutually fixed wall panels, and the wall panel module further includes a The limiting member is fixed to the wall surface.
  • the present invention provides a building structure comprising at least two wall formwork prefabricated units as described above.
  • the present invention further provides a construction method of the above-mentioned building structure, which includes the following steps:
  • a. Provide at least two wall template prefabricated units and a window module, and match the two ends of the window module to the convex column template or the concave column template of the wall panel module, respectively;
  • the wall template prefabricated unit and the window module are surrounded to form a three-dimensional space, and both ends of the window module and the convex column template or the concave column template are surrounded to form a column groove;
  • the wall formwork prefabricated unit, building structure and construction method of the present invention adopts the convex column template and the concave column template to achieve complementary matching, can realize the modular customization of the wall formwork prefabricated unit, and can simplify the structure of the wall formwork prefabricated unit while satisfying more High strength and tensile requirements.
  • the wallboard is also a template, omitting the traditional procedures of wall surface smashing, coating waterproof layer, and pasting exterior wall tiles. While simplifying the construction process, it also omits the key prefabricated module assembly and connection links of prefabricated buildings. Since the concrete is poured after the modules of the present invention are assembled to form an integrated column wall, the tensile, compressive and seismic performance of the building structure is greatly improved, and the overall strength of the building structure is improved.
  • Fig. 1 is a partial three-dimensional exploded view of a wall formwork prefabricated unit according to a first embodiment of the present invention.
  • Fig. 2 is a partial three-dimensional exploded view of the wall formwork prefabricated unit according to the first embodiment of the present invention from another perspective.
  • Fig. 3 is a schematic diagram of a part of the structure of the wall panel module according to the first embodiment of the present invention.
  • FIG. 4 is a three-dimensional structural diagram of the wall panel of the wall panel module according to the first embodiment of the present invention.
  • Fig. 5 is a cross-sectional view of the wall panel module according to the first embodiment of the present invention.
  • Fig. 6 is a partial three-dimensional exploded view of the wall formwork prefabricated unit according to the second embodiment of the present invention.
  • Fig. 7 is a three-dimensional structural diagram of the wall panel of the wall panel module according to the second embodiment of the present invention.
  • Fig. 8 is a side view of the wall panel of the wall panel module according to the second embodiment of the present invention.
  • Fig. 9 is a three-dimensional structural diagram of the wall panel and the limiting member of the wall panel module according to the second embodiment of the present invention.
  • Fig. 10 is a cross-sectional view of the wall panel module according to the second embodiment of the present invention.
  • Fig. 11 is an enlarged view of A in Fig. 10.
  • Fig. 12 is a three-dimensional structural diagram of the wall panel and the limiting member of the wall panel module according to the third embodiment of the present invention.
  • Fig. 13 is a partial three-dimensional exploded view of a wall formwork prefabricated unit according to a fourth embodiment of the present invention.
  • Fig. 14 is a three-dimensional structural diagram of the wall panel of the wall panel module according to the fourth embodiment of the present invention.
  • Fig. 15 is a side view of the wall panel of the wall panel module according to the fourth embodiment of the present invention.
  • Fig. 16 is a cross-sectional view of a wall panel module according to a fourth embodiment of the present invention.
  • Fig. 17 is a three-dimensional structural diagram of a wall panel module according to a fifth embodiment of the present invention.
  • FIG. 18 is a three-dimensional structural diagram of the wall surface of the wall panel module according to the fifth embodiment of the present invention.
  • 19 is a three-dimensional structural view of the first mounting member of the wall panel module according to the fifth embodiment of the present invention.
  • Fig. 20 is an exploded three-dimensional schematic diagram of the building structure of the present invention.
  • Figure 21 is a combined diagram of the building units of the building structure of the present invention.
  • Figure 22 is a perspective view of the floor unit of the building structure of the present invention.
  • Figure 23 is a perspective view of the steel pipe connecting plate and the connecting template of the floor unit of the building structure of the present invention.
  • Figure 24 is one of the steps of the construction method of the building structure of the present invention.
  • Wall template prefab unit 1 Floor-to-ceiling window wall module 2
  • Wall panel module 20 Concave column template 30
  • the first side board 11 The first connecting board 12
  • the second hole is 35 on the wall 21
  • Position limiter 230 230 prominence 2301
  • the third extension part 214 The second fixing hole 2130
  • the second cooperation department 2112 The third cooperation department 2113
  • the first clamping part 215 The third clamping part 217
  • the fourth gripping department 218 slammed 219
  • the first through hole 2150 The second through hole 2160
  • Second building unit 200 Building structure 300
  • FIG. 1 to 5 a wall formwork prefabricated unit according to the first embodiment of the present invention is provided.
  • Figures 1 and 2 are partial three-dimensional exploded views of the wall formwork prefabricated unit according to the first embodiment of the present invention from different perspectives.
  • the wall formwork prefabricated unit of the first embodiment of the invention includes a convex column formwork 10, a wall panel module 20, a concave column formwork 30, a beam module 40, and a floor module 50. Wherein, the beam module 40 is assembled to the top of the wall panel module 20, and the bottom plate module 50 is assembled to the bottom of the wall panel module 20.
  • the convex column template 10 is assembled to one end of the wall panel module 20; the concave column template 30 is assembled to the other end of the wall panel module 20, and one of the wall panels
  • the concave column template 30 of the template prefabrication unit and the convex column template 10 of another adjacent wall template prefabrication unit complement each other.
  • the concave column template 30 has the convex column accommodating The accommodating area of the template 10, the convex column template 10 and the concave column template 30 are matched to form a column groove into which concrete can be poured.
  • the wall panel module 20 includes two opposite wall surfaces 21, each of the wall panels 21 includes a plurality of mutually fixed wall panels 210, and the wall panel module 10 further includes a
  • the limiting member 230 is fixed to the wall 21.
  • the limiting member 230 is fixed to the wall panel 210.
  • the wall panel module 20 further includes a plurality of steel pipes 220, the steel pipes 220 are arranged between the two walls 21, in this embodiment 1, the steel pipe 220 is fixed to the wall panel 210.
  • the beam module 40 is used to restrict the upward movement of the steel pipe 220
  • the bottom plate module 50 is used to restrict the downward movement of the steel pipe 220.
  • the steel pipe 220 is respectively welded to the beam module 40
  • the bottom plate module 50 of course, in other embodiments, other fixing methods can also be used.
  • the plurality of steel pipes 220 arranged between the wall surfaces 21 on both sides can prevent the wall panel module 20 from being stretched when the concrete is poured.
  • the steel pipe 220 plays the role of a light steel structure in the entire wall formwork prefabricated unit, and also makes the concrete wall play a tensile effect, and plays a core role in the load of the building structure using the wall formwork prefabricated unit. .
  • the wall panel 210 is fixed to the convex column template 10 and the concave column template 30 by a fixing member 240.
  • the fixing member 240 is an angle steel.
  • the wall panel 210 includes a flat main body portion 211, a first extension portion 212 and a second extension portion 213 perpendicular to the main body portion 211, and further includes a second extension portion 213.
  • Vertical third extension 214 In this embodiment, the wall panel 210 is roughly C-shaped, and the wall panel 210 is formed by bending an aluminum plate. Of course, in other embodiments, plastic panels or wood-plastic panels can also be used. Etc., the wallboard 210 can also be formed by an extrusion process.
  • the second extension portion 213 of one of the wall panels 210 is overlapped with the first extension portion 212 of the adjacent wall panel 210, and the first extension portion 212 is overlapped with the first extension portion 212 of the adjacent wall panel 210.
  • the second extension portion 213 is provided with a plurality of first fixing holes 2120 and second fixing holes 2130 respectively.
  • the steel pipe 220 passes through the first fixing holes 2120 and the second fixing holes 2130, respectively.
  • the positioning member 230 is overlapped on the first extension portion 212 and is limited between the two rows of steel pipes 220.
  • the limiting member 240 is fixed to the second extension portion 213 of the wall panel 210 opposite to each other by screws (not labeled).
  • the convex post template 10 includes two oppositely disposed first side plates 11 and a first connecting plate 12, and the first connecting plate 12 is used to connect a pair of the first sides At one end of the plate 11 and between the two first side plates 11 is further provided with at least one reinforcing plate 13 for connecting the other ends of the two first side plates 12.
  • the reinforcing plates 13 are evenly arranged on the top, bottom and middle of the first side plate 12 respectively.
  • the first side plate 12 is provided with a plurality of first openings 15, the first openings 15 are in communication with the wall panel module 20, and the first openings 15 are along the direction of the first side plate 12 Distribute them evenly and arrange them in a row.
  • the concave column template 30 includes two oppositely disposed second side plates 31 and a second connecting plate 32, the second connecting plate 32 is used to connect the two second sides At one end of the plate 31, the two second side plates 31 and the second connecting plate 32 surround the receiving area, the second side plate 31 is provided with a plurality of second openings 35, and the second The openings 35 are in communication with the wall panel module 20, and the second openings 35 are evenly distributed along the direction of the second side plate 31 and arranged in a row.
  • the concrete enters the column slot from the wall panel module 20 through the first opening 15 and the second opening 35, and the wall panel module 20 and the column slot realize Integrated into a shear wall, so that the building structure can meet higher strength requirements
  • a wall formwork prefabricated unit according to a second embodiment of the present invention is provided.
  • FIG. 6 a partial three-dimensional exploded view of the wall formwork prefabricated unit according to the second embodiment of the present invention.
  • the wall formwork prefabricated The unit includes a convex column template 10, a wall panel module 20, a concave column template 30, and a beam module 40. Wherein, the beam module 40 is assembled to the top of the wall panel module 20.
  • the difference between the second embodiment of the present invention and the first embodiment mainly lies in the structure of the wall panel 210 of the wall panel module 20. As shown in FIG. 7, it is a three-dimensional structural diagram of the wall panel of the wall formwork in the second embodiment of the present invention. Referring to FIG.
  • the wall panel 210 includes a flat main body portion 211, and a first clamping portion 215, a second clamping portion 216, and a third clamping portion that are parallel to each other extending from the main body portion 211, respectively 217 and the fourth clamping portion 218, and a first clamping space (not labeled) is formed between the first clamping portion 215 and the second clamping portion 216, and the third clamping portion 217 and the A second clamping space (not labeled) is formed between the fourth clamping portions 218. As shown in FIGS.
  • a first mating part 2111 extends vertically upward from the first clamping part 215, and a second mating part 2112 is extended from the main body part 211, which extends from the fourth clamping part 218 Extend vertically downward to form a third matching portion 2113, wherein the first matching portion 2111 of one wall panel 210 butts into the first matching space 2110 of another adjacent wall panel 210, and the first matching space 2110 It is formed by the second matching portion 2112 and the third matching portion 2113.
  • the first clamping portion 215, the second clamping portion 216, the third clamping portion 217, and the fourth clamping portion 218 are respectively provided with a plurality of The first through hole 2150, the second through hole 2160, the third through hole 2170, and the fourth through hole 2180 further include a fastener (not shown) passing through the first through hole 2150 and the second through hole 2160 to achieve fixation, another fastener (not marked) passes through the third through hole 2170 and the fourth through hole 2180 to achieve fixation, and one of the limiting members 230 is placed on the first clamping portion 215 and Between the second clamping portions 216, the other limiting member 230 is placed between the third clamping portion 217 and the fourth clamping portion 218.
  • the cross-sectional view and enlarged view of the wall panel module according to the second embodiment of the present invention As shown in Figures 10 and 11, the cross-sectional view and enlarged view of the wall panel module according to the second embodiment of the present invention.
  • the main difference from the above-mentioned embodiment 1 lies in the steel pipe of the wall formwork prefabricated unit of this embodiment 2.
  • 220 is fixed to the limiting member 230, and the steel pipe 220 passes through the steel pipe fixing holes 2300 of the limiting member 230, respectively.
  • FIG. 12 provides a matching diagram of the wall panel and the limiting member of another wall panel module according to the third embodiment of the present invention, wherein the structure of the wall panel 210 is basically the same as that of the above-mentioned embodiment 2, and the steel pipe 220 respectively pass through the steel pipe fixing holes 2300 of the limiting member 230.
  • the main difference between the present embodiment 3 and the foregoing embodiment 2 lies in the structure of the limiting member 230, and other similar structures will not be repeated.
  • FIGS. 13 to 16 a wall formwork prefabricated unit according to a fourth embodiment of the present invention is provided.
  • the main difference between this embodiment 4 and the foregoing embodiment is also the structure of the wall panel 210 of the wall panel module 20.
  • the other same structures will not be repeated here.
  • the wall panel 210 is arranged vertically, the limiting member 230 is fixed to the wall panel 210, and the wall panel 210 includes a plate-shaped main body 211, Extending from the main body portion 211 to both sides respectively, a first mating portion 2111 and a second mating space 2110 that are buckled with each other are formed.
  • the first mating portion 2111 has a protruding portion 2114, and the first mating space 2110 is defined by the second
  • the second mating part 2112 and the third mating part 2113 are defined.
  • the second mating part 2112 has a buckle part 2115.
  • the main body part 211 is further provided with a plurality of protruding thorns 219. The pouring concrete can be used for the wallboard 210 and the concrete Fit more firmly.
  • the main body 211 further extends to form at least two positioning hooks 2116, and the two positioning hooks 2116 form a positioning groove 2117 for receiving the protrusion 2301 of the limiting member 230.
  • FIGS. 17 to 19 a wall formwork prefabricated unit according to a fifth embodiment of the present invention is provided.
  • the main difference between this embodiment 5 and the above-mentioned embodiments lies in the structure of the wall surface of the wallboard module.
  • the wall panel module 20 includes a plurality of wall panels 210, a first mounting part 231 and a second mounting part 231, the first mounting part 231 is perpendicular to the second mounting part 232, the The first mounting member 231 includes two opposite first mounting grooves 2311, the adjacent wall panels 210 are respectively mounted in the opposite first mounting grooves 2311, and the first mounting member 231 further includes a third The mounting groove 2313, the limiting member is fixed in the third mounting groove 2313; the second mounting member 232 includes two second mounting grooves (not marked) disposed oppositely, and the adjacent wall panels 210 They are respectively installed in the opposite second installation grooves (not marked).
  • the wall panel 210 of the fifth embodiment of the present invention is combined into a flat wall 21 by the first mounting member 231 and the second mounting member 232.
  • the wall panel 210 can be It is composed of various plates such as glass or ceramic tiles or stainless steel plates. It can be used as a wall panel and as a template for decoration. Therefore, the material selection of wallboard 210 is very wide, and there is no need to open a special mold. Appropriate materials can be cut and assembled.
  • the present invention further provides a building structure having the above-mentioned wall formwork prefabricated unit, and the building structure includes at least two of the above-mentioned wall formwork prefabricated units.
  • the building structure includes a wall formwork prefabricated unit 1, a floor-to-ceiling window wall module 2, a sliding window wall module 3, a beam unit 4, and a floor unit 5.
  • the floor unit 5 and the beam unit 4 are respectively assembled to the tops of the two opposite wall formwork prefabricated units 1.
  • the two ends of the floor-to-ceiling window wall module 2 are respectively butted to the convex column formwork 10 to form a column slot for pouring concrete, and the two ends of the push-pull window wall module 3 are respectively butted to the concave column formwork 30, And form the column trough for pouring concrete.
  • FIG. 22 it is a perspective view of the floor unit 5 of the building structure of the present invention.
  • the floor unit 5 includes a plurality of steel pipe connecting plates 51 and a plurality of steel pipes 220, and every two steel pipe connecting plates 51 are fixed to a connecting formwork. 52.
  • the adjacent connecting templates 52 are matched with each other in concave and convex, and the steel pipes 220 pass through the openings of the steel pipe connecting plate 51 and are arranged in sequence perpendicular to the steel pipe 220 connecting plate.
  • the connection template 52 includes a flat body portion 520, and extends from the body portion 520 to form a first limiting portion 525, a second limiting portion 526, and a third limiting portion that are parallel to each other. 527 and a fourth limiting portion 528, a first limiting space (not labeled) is formed between the first limiting portion 525 and the second limiting portion 526, and the third limiting portion 527 and the A second limiting space (not labeled) is formed between the fourth limiting portions 528, and every two steel pipe connecting plates 51 are respectively limited to the first limiting space (not labeled) and the second limiting space (Not marked). As shown in FIG.
  • a first matching portion 521 is formed vertically extending from the first limiting portion 525
  • a second matching portion 522 is formed extending from the body portion 520
  • a second matching portion 522 is formed vertically extending from the fourth limiting portion 528.
  • Three mating parts 523 in which the first mating part 521 of one of the steel pipe connecting plates 51 butts into the first mating space (not labeled) of the other adjacent steel pipe connecting plate 51, the first mating space (Not labeled) is formed by the second matching portion 522 and the third matching portion 523.
  • the floor unit 5 of the building structure of the present invention uses the connecting template 52 to connect the steel pipe connecting plates 51.
  • the connecting template 52 can function as a template or directly used as a ceiling; in addition, the When the floor unit 5 uses the steel pipe connecting plate 51 to connect and fix a plurality of the steel pipes 220 to pour concrete, the concrete does not fill the steel pipe 220. Therefore, the floor unit 5 can meet the requirements of strength and tensile strength at the same time. It can reduce its own weight to meet the light-weight trend.
  • the present invention further provides a construction method of the above-mentioned building structure. Please also refer to FIG. 24.
  • the construction method includes the following steps:
  • the window module is a sliding window wall module 2 or a floor-to-ceiling window wall module 3;
  • the wall template prefab unit 1 and the window module surround to form a three-dimensional space, and the two ends of the window module and the convex column template 10 or the concave column template 30 surround to form a column groove (not marked) );
  • the construction method of the present invention has simple steps, each main structural unit is modularized, and the wall panel module is also a template. During the construction process, there is no need to build support frames and other tedious on-site installation aids, and the traditional craftsmanship of the wall surface is omitted.
  • the traditional procedures such as coating waterproof layer and pasting external wall bricks simplify the construction process while omitting the key prefabricated module assembly and connection links of prefabricated buildings, which can greatly reduce the amount of on-site construction and shorten the construction period; at the same time, because of the modules of the present invention

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

L'invention concerne une unité de préfabrication de coffrage de paroi, une structure de construction comprenant l'unité de préfabrication de coffrage de paroi, et un procédé de construction de la structure de construction. L'unité de préfabrication de coffrage de paroi comprend un module de panneau mural, un coffrage de colonne convexe assemblé à une extrémité du module de panneau mural, et un coffrage de colonne concave assemblé à l'autre extrémité du module de panneau mural, le coffrage de colonne concave et le coffrage de colonne convexe s'accouplant de façon complémentaire l'un à l'autre ; le module de panneau mural comprend deux surfaces de paroi opposées, dont chacune comprend une pluralité de panneaux muraux fixés l'un à l'autre ; et le module de panneau mural comprend en outre un élément de limitation fixé aux surfaces de paroi. Dans l'unité de préfabrication de coffrage de paroi selon la présente invention, une personnalisation modulaire peut être obtenue au moyen de l'adaptation complémentaire du coffrage de colonne convexe et du coffrage de colonne concave, ce qui permet d'obtenir des exigences de résistance et de traction suffisantes, tout en simplifiant également la structure.
PCT/CN2020/084297 2020-01-17 2020-04-10 Unité de préfabrication de coffrage de paroi, structure de construction la comprenant et son procédé de construction WO2021142959A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202010050698.3A CN113136941A (zh) 2020-01-17 2020-01-17 墙模板预制单元、具有该预制单元的建筑结构及施工方法
CN202010050698.3 2020-01-17

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WO2021142959A1 true WO2021142959A1 (fr) 2021-07-22

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CN (1) CN113136941A (fr)
WO (1) WO2021142959A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109680833A (zh) * 2019-02-15 2019-04-26 姚攀峰 自承式预制钢骨混凝土墙板构件、墙、结构体系及制作方法
CN114033039A (zh) * 2021-11-02 2022-02-11 田鑫 快速拆装的房屋结构及施工方法
CN114108846A (zh) * 2021-12-22 2022-03-01 江苏和天下节能科技股份有限公司 一种混凝土预制构件连接结构
CN114197743A (zh) * 2022-01-20 2022-03-18 内蒙古工业大学 一种基于煤矸石陶粒的节能环保装配式墙体及其装配方法
CN114263296A (zh) * 2022-02-17 2022-04-01 石家庄铁道大学 一种拼装式钢木组合剪力墙结构体系
CN114278019A (zh) * 2021-12-30 2022-04-05 中建八局第一建设有限公司 一种装配式屋面架及其制备工艺和施工方法
CN114922308A (zh) * 2022-04-29 2022-08-19 昌达建筑科技有限公司 模块化房间的墙体装配结构
CN115142554A (zh) * 2022-07-27 2022-10-04 青岛理工大学 可重复拆装的住房建筑模块体系
CN115490492A (zh) * 2022-08-02 2022-12-20 扬州邗江中科南工建设工程与信息化研究中心 一种氧化镁水泥预制板及其制作方法和连接结构

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CN109680833A (zh) * 2019-02-15 2019-04-26 姚攀峰 自承式预制钢骨混凝土墙板构件、墙、结构体系及制作方法
CN109680833B (zh) * 2019-02-15 2024-06-11 姚攀峰 自承式预制钢骨混凝土墙板构件、墙、结构体系及制作方法
CN114033039A (zh) * 2021-11-02 2022-02-11 田鑫 快速拆装的房屋结构及施工方法
CN114108846A (zh) * 2021-12-22 2022-03-01 江苏和天下节能科技股份有限公司 一种混凝土预制构件连接结构
CN114108846B (zh) * 2021-12-22 2023-03-10 江苏和天下节能科技股份有限公司 一种混凝土预制构件连接结构
CN114278019A (zh) * 2021-12-30 2022-04-05 中建八局第一建设有限公司 一种装配式屋面架及其制备工艺和施工方法
CN114278019B (zh) * 2021-12-30 2023-07-07 中建八局第一建设有限公司 一种装配式屋面架及其制备工艺和施工方法
CN114197743B (zh) * 2022-01-20 2022-12-23 内蒙古工业大学 一种基于煤矸石陶粒的节能环保装配式墙体及其装配方法
CN114197743A (zh) * 2022-01-20 2022-03-18 内蒙古工业大学 一种基于煤矸石陶粒的节能环保装配式墙体及其装配方法
CN114263296A (zh) * 2022-02-17 2022-04-01 石家庄铁道大学 一种拼装式钢木组合剪力墙结构体系
CN114263296B (zh) * 2022-02-17 2024-05-24 石家庄铁道大学 一种拼装式钢木组合剪力墙结构体系
CN114922308B (zh) * 2022-04-29 2024-04-12 昌达建筑科技有限公司 模块化房间的墙体装配结构
CN114922308A (zh) * 2022-04-29 2022-08-19 昌达建筑科技有限公司 模块化房间的墙体装配结构
CN115142554A (zh) * 2022-07-27 2022-10-04 青岛理工大学 可重复拆装的住房建筑模块体系
CN115142554B (zh) * 2022-07-27 2023-12-19 青岛理工大学 可重复拆装的住房建筑模块体系
CN115490492A (zh) * 2022-08-02 2022-12-20 扬州邗江中科南工建设工程与信息化研究中心 一种氧化镁水泥预制板及其制作方法和连接结构
CN115490492B (zh) * 2022-08-02 2023-06-23 扬州邗江中科南工建设工程与信息化研究中心 一种氧化镁水泥预制板及其制作方法和连接结构

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