WO2019137508A1 - 一种绿色可持续全模块装配式建筑体系及施工方法 - Google Patents

一种绿色可持续全模块装配式建筑体系及施工方法 Download PDF

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Publication number
WO2019137508A1
WO2019137508A1 PCT/CN2019/071491 CN2019071491W WO2019137508A1 WO 2019137508 A1 WO2019137508 A1 WO 2019137508A1 CN 2019071491 W CN2019071491 W CN 2019071491W WO 2019137508 A1 WO2019137508 A1 WO 2019137508A1
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WIPO (PCT)
Prior art keywords
module
prefabricated
frame
column
main beam
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PCT/CN2019/071491
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English (en)
French (fr)
Inventor
赵志平
Original Assignee
赵志平
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Priority claimed from CN201820052696.6U external-priority patent/CN207739480U/zh
Priority claimed from CN201810030555.9A external-priority patent/CN108277917A/zh
Application filed by 赵志平 filed Critical 赵志平
Publication of WO2019137508A1 publication Critical patent/WO2019137508A1/zh

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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units

Definitions

  • the present disclosure relates to the field of fabricated building system technology, and in particular to a green sustainable full module assembled building system and a construction method.
  • the construction form combining factory prefabrication and on-site assembly installation is generally adopted.
  • the existing prefabricated building is a whole installation of large-sized components on site, prefabricated formwork, structural layer and surface layer.
  • the equipment has been processed and built in the factory.
  • This technology can save manpower and material resources, reduce on-site construction workload and provide construction efficiency.
  • due to the large-scale prefabricated floor slab installation the building envelope or buckling support structure is still needed.
  • the construction method is carried out by the traditional construction method, and the traditional method is used for decoration in the later stage.
  • the advantages of the assembly type are not reflected. Therefore, the industrialization level of the overall construction is not high, and the construction efficiency still cannot achieve the desired effect.
  • the existing wall modules are mostly accessories of the building, and need to be customized according to the construction of the building, and the function is single.
  • the existing wall module does not contain the decoration surface layer, and it needs to be renovated later after the installation.
  • Most of the existing wall modules do not contain pipeline layers, and even if they contain pipelines, they cannot match the entire building system.
  • the existing exterior wall module contains an insulation layer, a veneer layer, etc., it needs to be customized according to the facade of the building, and cannot be industrially produced on a large scale, and the efficiency is low.
  • the purpose of the present disclosure is to provide a green sustainable full-module assembly building system and a construction method, and to solve the technical problems of the conventional assembled building without modularization, componentization, modularization, inconvenient integration and industrial production. .
  • a first green sustainable full modular fabricated building system comprising a prefabricated slab and a prefabricated wall fixedly coupled to the prefabricated slab, the prefabricated slab comprising a main beam frame, a secondary beam frame and a floor slab;
  • the main beam frame is The rectangular frame formed by the main beam of the steel profile is provided with a column connecting sleeve connecting the assembled building column modules at intervals, the column connecting sleeve is provided with a column connecting hole, and the main beam frame is also provided with a connecting enclosure.
  • the secondary beam frame is horizontally connected in the main beam frame;
  • the secondary beam frame height is smaller than the main beam frame height, and the lower surface of the secondary beam frame is flush with the bottom surface of the main beam frame, and the secondary beam frame a floor layer is laid above, the upper surface of the floor layer is flush with the top surface of the main beam frame;
  • the prefabricated wall body comprises a fabricated building column module and a enclosure module, and the enclosure module comprises a fenced door a module, a containment window module and a retaining wall module, the fabricated building column module comprising a prefabricated wall panel and a support column disposed in the prefabricated wall panel;
  • the prefabricated wall panel being spliced with an adjacent prefabricated wall module a vertical sealing groove for placing the sealing body is arranged on the side;
  • the upper end portion of the supporting column protrudes upward to the outside of the prefabricated wall plate, the lower end portion of the supporting column protrudes downward to the outside of the prefabricated wall plate, and the upper end of the supporting column.
  • a second green sustainable full modular fabricated building system comprising a prefabricated floor slab and a prefabricated wall fixedly connected to the prefabricated slab, the prefabricated slab comprising a main beam frame, a secondary beam frame and a floor slab;
  • the main beam frame is a grid-like frame in which at least two modules are combined, and the module is one or two or three or four or a combination of five of a heart module, an edge module, a corner module, an inter-module, and a single module.
  • the split main beam frame comprises a frame formed by a steel main beam and a grid-like partition formed by an I-shaped steel partition beam inside the frame, and the column frame is connected with a column connection connecting the assembled building column modules.
  • a casing connecting hole is arranged on the column connecting sleeve, and a supporting module connecting hole for connecting the enclosing module is further arranged on the main beam frame, and a secondary beam frame is horizontally connected in each module of the main beam frame;
  • the height of the secondary beam frame is smaller than the height of the main beam frame, the lower surface of the secondary beam frame is flush with the bottom surface of the main beam frame, and the floor layer is laid above the secondary beam frame, and the upper surface of the floor layer and the top surface of the main beam frame
  • the prefabricated wall comprises a prefabricated building column module and a enclosure module, the enclosure module comprises a enclosure door module, a enclosure window module and a enclosure module, the fabricated pillar module comprising a prefabricated wall panel and a support column disposed in the prefabricated wall panel; the side wall of the prefabricated wall panel and the adjacent prefabricated wall module is provided with a vertical sealing groove for placing the sealing body; the upper end of the supporting column The portion protrudes upwardly to the outside of the prefabricated wall
  • the core module, the edge module, the corner module, the inter-module and the single module are all rectangular frames, and the four sides of the central module are surrounded by a shape-shaped steel spacer beam, and the side module is separated by three sides] shaped steel
  • the beam and the one side steel main beam are enclosed, and the corner module is formed by the adjacent steel beam and the other side steel main beam, and the module is composed of the opposite sides of the steel beam and the other
  • the main beam of the two sides is enclosed, and the single module is enclosed by a side steel beam and a three-side steel main beam, wherein the open side of the steel beam faces the center of the module.
  • the steel main beam has an I-shaped cross section, and the upper and lower flange plates are separated by a sealing module connecting hole and a wire hole, and the web is spaced through the pipeline hole through the pipeline;
  • the cross-section of the shaped steel partition beam is a shape, and the upper and lower short plates are separated by a connecting module connecting hole and a through hole, and the side long plate is spaced apart by a pipeline hole passing through the pipeline;] shaped steel partition beam and] Shaped steel partition beam connection, in which the adjacent steel modules are connected in parallel with the shape-shaped steel partition beam and the shape-shaped steel partition beam are back-to-back spliced into an I-shaped steel partition beam, and adjacent modules are arranged side by side] shaped steel partition beam and] shaped steel partition beam Respond to the response.
  • the column connecting sleeve is a rectangular tube, and the column connecting sleeve is a whole or is formed by two [pieces butt joints or four L-shaped pieces; the column connecting sleeves The cross section is square, and the side length is adapted to the width of the steel main beam, and is adapted to the width of the I-shaped beam which is spliced back-to-back; the upper and lower ports of the column connecting sleeve are circumferentially arranged Horizontal reinforcing ribs.
  • the prefabricated wall panel is an L-shaped wall panel, a T-shaped wall panel, a cross-shaped wall panel, a flat wall panel or a zigzag wall panel.
  • the prefabricated wall panel is a sandwich thermal insulation structure, comprising a thermal insulation layer, a base layer disposed on both sides of the thermal insulation layer, and a veneer layer disposed outside the base layer.
  • the support column comprises a plurality of columns, and a transverse support and a bracing fixedly connected between the adjacent two columns, the upper end of the column protrudes upwards to the outside of the prefabricated wall panel, and the lower end of the column is downward Extending out of the prefabricated wall panel, and the upper end of the column and the lower end of the column are provided with connecting holes for connecting the prefabricated floor, and the upper end of the column and the lower end of the column are inserted into the column connecting sleeve of the prefabricated floor
  • the tube is fixedly connected to the column connecting sleeve by a fastener.
  • the enclosure door module comprises a door and a door frame, and further comprises a prefabricated wall frame disposed on two sides or two sides + upper side of the door frame, the prefabricated wall frame being spliced with the adjacent prefabricated wall module
  • the side of the prefabricated wall frame is provided with a vertical sealing groove for the sealing body.
  • the top surface and the bottom surface of the prefabricated wall frame are provided with connecting holes for connecting the prefabricated floor slab, and the prefabricated wall frame passes through the fasteners inserted in the connecting hole. Fixed connection to the main beam frame on the prefabricated floor.
  • the enclosure window module comprises a window frame and a window and a curtain disposed in the window frame, and the side of the window frame and the adjacent prefabricated wall module is provided with a vertical sealing groove for placing the sealing body.
  • the top surface and the bottom surface of the window frame are provided with a connection hole for connecting the prefabricated floor panel and an electric curtain outlet hole, and the window frame is fixedly connected with the main beam frame of the prefabricated floor panel by a fastener worn in the connection hole.
  • the enclosure window module comprises a wall panel with a window opening, the window opening in the window panel with the window opening is provided with a window frame and a window, the wall panel with the window opening and the adjacent prefabricated wall body
  • the side of the module is provided with a vertical sealing groove for the sealing body, and the top and bottom surfaces of the wall plate with the window opening are provided with connecting holes for connecting the prefabricated floor, and the wall plate with the window opening is worn through
  • the fasteners in the attachment holes are fixedly connected to the main beam frame on the prefabricated floor.
  • the wall module comprises a wall panel, and the side wall of the wall panel adjacent to the adjacent prefabricated wall module is provided with a vertical sealing groove for sealing the body, and the wall
  • the top surface and the bottom surface of the board are provided with connecting holes for connecting the prefabricated floor boards, and the surrounding wall boards are fixedly connected with the main beam frame of the prefabricated floor board by fasteners worn in the connecting holes.
  • a construction method of a green sustainable full-module assembly building system the construction steps are as follows:
  • Step one the main beam frame of the prefabricated floor is fixed with the foundation.
  • Step 2 Install the fabricated building column module.
  • Step 3 Install the upper prefabricated floor slab.
  • Step 4 install the enclosure module.
  • Step 5 connect the equipment pipeline.
  • Step 6. Install part of the floor slab, hang the top layer and the decorative layer.
  • Step 7 Install the inner and outer guards.
  • the present disclosure proposes a new assembled building system, which overcomes the shortcomings of traditional assembly building construction complexity and low efficiency, solves the technical problems of improving the degree of industrialization and fabricated buildings, realizes the optimization of the assembled building, and realizes the assembly type.
  • the prefabricated floor slabs and the various prefabricated wall modules in the present disclosure are interchangeable and replaceable, and can realize integrated integration of prefabricated slabs, prefabricated walls and buildings, electromechanical, decorative parts and parts, and is convenient for industrial production.
  • the prefabricated floor slabs in the present disclosure and the prefabricated wall modules of various specifications and modular numbers can be constructed into buildings with reasonable functions, beautiful appearance and economical and practicality through different combinations.
  • the prefabricated floor slab and each prefabricated wall module in the present disclosure comprise a structural layer, a pipeline layer and a decoration layer, and can be accommodated after assembly.
  • the full modular design of the present disclosure conforms to the planning, personalized customization, smart home of the Chinese industry 2025, and can be integrated into the new format of the Internet of Things.
  • the assembly rate is over 90%, which is higher than the Chinese green building standard and the cost is lower than that of the traditional building.
  • the prefabricated floor slab and each prefabricated wall module in the present disclosure comprise a surface layer of structure, decoration, etc., integrated design, and can be accommodated upon completion of on-site assembly, which is greatly different from other building modules.
  • the present disclosure allows for the assembly of functionally different buildings through the repeated combination of prefabricated slabs and prefabricated wall modules of several different sizes.
  • the present disclosure employs a fabricated assembly that can be reassembled and re-offered like a car to achieve full life of the module.
  • the present disclosure fully satisfies the diversified needs of products, and different combinations are different styles, apartment types, cost, etc.; customers can customize online, intelligent production of the factory, on-site assembly, and achieve the perfect integration of the Internet and the building.
  • the module size is small, suitable for container transportation, convenient for transportation and export, and is conducive to export earning.
  • the present disclosure belongs to a brand new industrial assembly system of building, which has great market potential, and is a revolutionary assembled building system compared with the traditional building and the assembled building in the current market.
  • FIG. 1 is a schematic exploded view of the present disclosure
  • FIG. 2 is a schematic structural view of a first embodiment of a prefabricated floor slab of the present disclosure
  • FIG. 3 is a schematic structural view of a second embodiment of a prefabricated floor slab of the present disclosure.
  • Figure 4 is a schematic view showing the connection structure of the outer guard plate and the steel main beam of the prefabricated floor panel of the present disclosure
  • Figure 5 is a schematic view showing the connection of the column connecting sleeve of the prefabricated floor panel of the present disclosure to the prefabricated wall;
  • FIG. 6 is a schematic structural view of a third embodiment of a prefabricated floor slab of the present disclosure.
  • Figure 7 is a schematic view showing the prefabricated floor slab of the present disclosure arranged in a convex shape
  • Figure 8 is a schematic view of the prefabricated floor slab of the present disclosure which is assembled by four corner modules;
  • Figure 9 is a schematic illustration of an L-shaped fabricated building column module of the present disclosure.
  • Figure 10 is a schematic illustration of a support column in an L-shaped fabricated building column module of the present disclosure
  • Figure 11 is a schematic illustration of a T-shaped fabricated building column module of the present disclosure.
  • FIG. 12 is a schematic view of a support column in a T-shaped fabricated building column module of the present disclosure
  • Figure 13 is a schematic illustration of a cross-shaped fabricated building column module of the present disclosure.
  • Figure 14 is a schematic illustration of a support column in a cross-shaped fabricated building column module of the present disclosure
  • Figure 15 is a schematic illustration of a one-piece fabricated building column module of the present disclosure.
  • Figure 16 is a schematic illustration of a support post in a one-piece fabricated building column module of the present disclosure
  • Figure 17 is a schematic illustration of a zigzag fabricated building column module of the present disclosure.
  • Figure 18 is a schematic illustration of a support column in a zigzag fabricated building column module of the present disclosure
  • Figure 19 is a schematic view of a sealing body of the present disclosure.
  • Figure 20 is a schematic view of the first embodiment of the enclosure door module of the present disclosure.
  • 21 is a schematic view of a second embodiment of the enclosure door module of the present disclosure.
  • Figure 22 is a schematic illustration of a containment window module of the present disclosure
  • FIG. 23 is a schematic view of a first embodiment of a retaining wall module of the present disclosure.
  • Figure 24 is a schematic view of a second embodiment of the enclosure module of the present disclosure.
  • 25 is a schematic view of a third embodiment of a retaining wall module of the present disclosure.
  • the green sustainable full module assembled building system comprises a prefabricated floor panel 1 and a prefabricated wall 2 fixedly connected to the prefabricated floor panel.
  • the prefabricated wall 2 is assembled from prefabricated wall modules, and a sealing body 214 is sandwiched between the prefabricated wall modules.
  • the prefabricated wall module comprises a prefabricated building column module and a enclosure module, wherein the enclosure module comprises a enclosure door module, a enclosure window module and a enclosure module;
  • the prefabricated floor 1 comprises a main beam frame, a secondary beam frame and a floor layer 103, the main beam frame being a grid-like frame formed by assembling at least two modules.
  • the module is one or two or three or four or a combination of five of a core module, an edge module, a corner module, an inter-module, and a single module, and the assembled main beam frame includes a steel main beam 101.
  • the surrounding frame and the grid-like partition frame which are connected by the I-shaped steel partition beam 120 inside the frame are evenly spaced apart from the column connecting sleeve 108 which is connected with the assembled building column module, and the main beam frame is further provided.
  • a retaining module connecting hole 107 for connecting the enclosing module, and a secondary beam frame is horizontally connected in each module of the main beam frame, the secondary beam frame height is smaller than the height of the main beam frame, and the floor layer 103 is laid above the secondary beam frame.
  • the upper surface of the floor layer 103 is flush with the top surface of the main beam frame, and the lower surface of the secondary beam frame is flush with the bottom surface of the main beam frame;
  • the floor structure is based on the modular design, according to the specific form of the building structure, floor The board is modularly manufactured.
  • 1200mm is the longest basic modulus
  • 2400mm and 3600mm are the expansion modules; or 1300mm, 1400mm, 1500mm, 1800mm can be used as the basic modulus according to the actual situation. , laid the necessary foundation for the industrialized large-scale production of the same template and reduced cost.
  • the core module, the edge module, the corner module, the inter-module and the single module are all rectangular frames, and the four sides of the central module are surrounded by a shape-shaped steel partition beam, and the side module is composed of three sides] shaped steel spacer beam and a
  • the side profile steel main beam 101 is enclosed, and the corner module is formed by the adjacent two sides of the shape-shaped steel partition beam and the other side steel main beam 101, and the module is composed of two sides of the opposite side] shaped steel partition beam and the other two
  • the side profile steel main beam 101 is enclosed, and the single module is formed by one side] shaped steel partition beam and three side steel main beam 101, wherein the open side of the shaped steel partition beam faces the center of the module.
  • six modules are taken as an example, and four corner modules 122 and two side modules 121 are combined to form a six-grid rectangular structure.
  • the prefabricated floor slab module further includes a decorative layer 104 and a hanging top layer 111; the decorative layer is laid above the floor layer; the hanging top layer is connected below the secondary beam frame, and the hanging top layer is provided with a mounting hole for installing the lighting device 112.
  • the floor layer is a prefabricated floor slab of lightweight concrete, and the decorative layer is formed by splicing the floor slab.
  • the steel main beam 101 has an I-shaped cross section, and the upper and lower flange plates are separated by a sealing module connecting hole 107 and a through hole 301, and the web is spaced apart by a pipeline hole 110 passing through the pipeline;
  • the cross-section of the profiled steel partition beam is a shape, and the upper and lower short plates are separated by a retaining module connecting hole 107 and a through hole 301, and the side long plate is spaced apart from the pipeline hole 110 passing through the pipeline; when the module is spliced
  • the steel main beam is connected with the profiled steel main beam, the shaped steel partition beam is connected with the] shaped steel partition beam, and the shaped steel partition beam and the shaped steel partition beam which are connected in parallel by the adjacent modules are spliced back to back to form the I-shaped steel partition beam 120.
  • the adjacent steel profiles are adjacent to each other.
  • the secondary beam frame includes at least one set of parallel-shaped steel secondary beams: when there is a set of steel secondary beams, the secondary beams are disposed in parallel between the opposite profiled steel main beams and/or the I-shaped steel partition beams; When there is a set of steel secondary beams in the longitudinal direction, a grid-like frame body is formed; the cross-section of the steel-shaped secondary beams is I-shaped, and the upper and lower flange edges are separated by a sealing module connecting hole and a wire hole, a web Each of the upper holes is separated by a pipeline hole passing through the pipeline.
  • the connecting hole of the retaining module on the steel secondary beam is correspondingly set to the modulus of the connecting module of the retaining module of the steel main beam, and the over-line hole on the steel secondary beam is correspondingly set with the modulus of the through-hole of the steel main beam.
  • the outer side of the steel main beam 101 of the main beam frame is connected with an outer guard plate, which is composed of a wire guard unit 105, a male corner guard unit 106 and a female corner guard unit.
  • an outer guard plate which is composed of a wire guard unit 105, a male corner guard unit 106 and a female corner guard unit.
  • the wire guard unit 105 is strip-shaped and located at a linear position on the side of the steel main beam 101
  • the male corner guard unit 106 is L-shaped
  • the utility model is located at a lateral angle outside the main beam frame
  • the female corner guard unit is L-shaped and located at a female corner outside the main beam frame
  • the cross-section main body of the outer shield is C-shaped, and the two sides thereof are vertically folded outward.
  • the connecting edge is connected to the steel main beam through the guard plate connecting member 117;
  • the guard connecting member 117 has an L shape, and the long side is connected with the flange plate of the steel main beam through the fastener, and the short side abuts the outer guard
  • the connecting edge of the panel is sealed by a sealing strip; the C-shaped groove of the outer panel is filled with a heat insulating layer 119.
  • the column connecting sleeve 108 is a rectangular tube, and the column connecting sleeve 108 is a whole or is formed by two [shaped pieces butted together or by four L-shaped pieces, see FIG. As shown in Fig.
  • the column connecting sleeve 108 is a plurality of discrete components when assembling, each The member is correspondingly connected with the column module by fasteners and spliced into an integral rectangular cylinder; the column connecting sleeve 108 has a square cross section, the side length of which is adapted to the width of the steel main beam, and is back to back with the steel partition beam.
  • the width of the spliced I-shaped beam is adapted to be uniform, and the column body is evenly spaced with a column connecting hole 109, and the upper and lower ports are circumferentially provided with horizontal reinforcing ribs; as shown in Fig.
  • the assembled main beam frame is at the main In the middle position of the beam frame, the column connecting sleeve 108 has five cross-shaped distributions; at the edge position of the main beam frame, the column connecting sleeve 108 has four semi-T-shaped distributions at the corner of the main beam frame.
  • column connection sleeve 108 has 3, in L The distributions respectively correspond to the cross-shaped column module, the T-shaped column module and the L-shaped column module; each of the distribution positions has a column connection sleeve 108 connected between adjacent modules, and the remaining column connection sleeves 108 are respectively located in the profile steel main The end of the beam or the profiled beam, the column connection sleeve 108 and the respective members of the main beam frame are welded or connected by a connecting plate.
  • the second embodiment of the prefabricated floor slab 1 is shown in FIG. 3.
  • the prefabricated floor slab structure is provided with a reserved opening 113.
  • the reserved hole is not provided with a secondary beam frame.
  • the reserved hole is located at the exposed portion of the inner side of the main beam frame and the inner guard is connected, the inner guard is one or two of the line guard unit, the male corner guard unit and the female corner guard unit or The combination of the three types is spliced;
  • the wire guard unit is strip-shaped and located at a linear position on the side of the main beam frame;
  • the male corner guard unit is L-shaped and located at a male angle inside the main beam frame;
  • the corner guard unit is L-shaped and located at a female inner corner of the main beam frame;
  • the cross-body of the outer shield is C-shaped, and the two ends thereof are vertically folded outward to form a connecting edge, and are connected by the guard plate and The steel main beam connection; wherein the guard plate connecting member is L-shaped, the long side is connected with the
  • the outer guard plate and/or the inner guard plate are fireproof thermal insulation boards, which are used for sealing the main beam frame that is leaked after the installation of the enclosing module, and are fixed by fasteners, which is convenient for maintenance and also maintains heat preservation and steel structure. The role of fire prevention.
  • a diagonal bracing is also connected between the floor structure and the vertical structure to satisfy the lateral stability of the structure.
  • the slab structure is based on modular design and manufacturing.
  • the structure of the slab is adjusted by increasing or decreasing the number of modules.
  • the slab is modularly manufactured according to the specific form of the building structure.
  • the enclosing module generally uses 1200mm as the longest basic modulus. 2400mm, 3600mm is the expansion modulus; or according to the actual situation, 1300mm, 1400mm, 1500mm, 1800mm can be used as the basic modulus, which lays a necessary foundation for the industrialized large-scale production and lowering of the same formwork.
  • the column connecting sleeve, the pipeline hole, the through hole and the connecting module connecting hole are arranged according to the modulus design, corresponding to the modular design of the enclosing module and the column module.
  • Embodiment 3 of the prefabricated floor panel 1 is shown in Fig. 6.
  • the prefabricated floor panel 1 comprises a main beam frame, a secondary beam frame and a floor layer 103.
  • the main beam frame is a rectangular frame formed by a profile steel main beam 101, and its node
  • the column connecting sleeve 108 is connected to the assembled building column module evenly, and the main beam frame is further provided with a retaining module connecting hole 107 for connecting the retaining module, and the secondary beam frame is horizontally connected in the main beam frame;
  • the secondary beam frame is a grid-like frame formed by splicing the steel sub-beams 102.
  • the height of the secondary beam frame is smaller than the height of the main beam frame, and the lower surface of the secondary beam frame is flush with the bottom surface of the main beam frame, and the secondary beam frame A slab layer 103 is laid above, and the upper surface of the slab layer 103 is flush with the top surface of the main beam frame.
  • the floor slab is composed of an entire formwork, and is directly composed of a profiled steel main beam to form a frame for a small-sized residential slab, for example, a small house of 3.6 ⁇ 15.6 m, and the whole formwork is directly prefabricated. That's it, no need to have individual templates combined.
  • the steel main beam and the steel main beam connection, the steel partition beam and the steel partition beam are connected, wherein the steel main beam of the adjacent precast slab module and the steel main beam are correspondingly connected on both sides of the column connecting sleeve 108, phase
  • the steel beam partitions connected in parallel with the adjacent prefabricated floor slabs and the steel beam splicing back-to-back are formed into I-beams, and the steel-shaped partition beams and the steel-shaped partition beams which are adjacent to each other are connected on both sides of the column connecting sleeve 108.
  • the prefabricated wall 2 is formed by assembling prefabricated wall modules, and a sealing body 214 is sandwiched between the prefabricated wall modules (see Fig. 19, the sealing body includes an inner tube) Body and rubber wrapped around the inside of the inner tube).
  • the prefabricated wall module comprises a prefabricated building column module and a enclosure module, wherein the enclosure module further comprises a enclosure door module, a enclosure window module and a enclosure module.
  • the prefabricated building column module comprises a prefabricated wall panel and a supporting column disposed in the prefabricated wall panel; the side wall of the prefabricated wall panel and the adjacent prefabricated wall module is provided with a vertical sealing groove for placing the sealing body 204.
  • the upper end portion of the support column protrudes upward to the outside of the prefabricated wall panel, the lower end portion of the support column protrudes downwardly to the outside of the prefabricated wall panel, and the upper end portion of the support column and the lower end portion of the support column are respectively provided with
  • the connecting hole 208 for the prefabricated floor slab connection, the upper end portion of the support column and the lower end portion of the support column are inserted into the column connecting sleeve 108 on the prefabricated floor panel 1 and are fixedly connected to the column connecting sleeve 108 by fasteners.
  • the prefabricated wall panel has various shapes, for example, an L-shaped wall panel 201 as shown in FIG. 9, and a T-shaped wall panel 202 as shown in FIG.
  • the plate 203 as shown in Fig. 15, is a figure-shaped wall panel 209, as shown in Fig. 17, which is a zigzag wall panel 210.
  • it can also be designed into other shapes as needed.
  • the support column includes a plurality of uprights 205, and a transverse brace 206 and a bracing 207 fixedly connected between the adjacent two uprights 205.
  • the upper end of the upright post 205 projects upwardly to the outside of the prefabricated wall panel, and the lower end of the upright post 205 The portion protrudes downwardly to the outside of the prefabricated wall panel, and the upper end portion of the pillar 205 and the lower end portion of the pillar 205 are provided with a connecting hole 208 for connection with the prefabricated floor panel, and the upper end portion of the pillar 205 and the lower end portion of the pillar 205 are inserted.
  • the L-shaped fabricated building column module includes an L-shaped wall panel 201, and the L-shaped wall panel 201 is placed on two sides of the adjacent prefabricated wall module.
  • the supporting column in the L-shaped wall panel 201 includes a column 205 disposed at a corner of the L-shaped wall panel 201 and the two side plates, and fixedly connected to the adjacent two columns 205
  • a connecting hole 208 for connecting the prefabricated floor is provided on the lower end of the column 205.
  • the T-shaped fabricated building column module includes a T-shaped wall panel 202, and the T-shaped wall panel 202 is placed on the three sides connected to the adjacent prefabricated wall module.
  • the supporting column in the T-shaped wall panel 202 includes a column 205 disposed at a T-shaped intersection of the T-shaped wall panel 202 and three side plates, and fixedly connected to the adjacent two a cross bracing 206 between the columns 205 and a bracing 207; an upper end portion of the column 205 projects upwardly to the outside of the T-shaped wall panel, a lower end portion of the column 205 projects downwardly to the outside of the T-shaped wall panel, and the pillar 205
  • a connecting hole 208 for connecting the prefabricated floor is provided on the lower end portion of the upper end portion and the column 205.
  • the cross-shaped assembled building column module includes a cross-shaped wall panel 203, and the cross-shaped wall panel 203 is placed on four sides connected to adjacent prefabricated wall modules.
  • the supporting column in the cross-shaped wall panel 203 includes a column 205 disposed at the intersection of the cross-shaped wall panel 203 and the four side plates, and fixedly connected to the adjacent two a cross brace 206 and a brace 207 between the pillars 205; an upper end portion of the upright column 205 projects upwardly to the outside of the cross-shaped wall panel, a lower end portion of the pillar 205 projects downwardly to the outside of the cross-shaped wall panel, and the pillar 205
  • a connecting hole 208 for connecting the prefabricated floor is provided on the lower end portion of the upper end portion and the column 205.
  • the in-line assembled building column module includes an in-line wall panel 209, and the in-line wall panel 209 is placed on both sides of the adjacent prefabricated wall module.
  • the supporting column in the inline wall plate 209 includes a plurality of spaced apart columns 205 (three in this embodiment), and is fixedly connected between the adjacent two columns 205
  • the upper end portion of the column 205 protrudes upwardly to the outside of the inline wall panel, the lower end portion of the column 205 projects downwardly to the outside of the inline wall panel, and the upper end portion of the column 205 and the column 205
  • the lower end portion is provided with a connecting hole 208 for connection with the prefabricated floor.
  • the zigzag-shaped assembled building column module includes a zigzag wall panel 210, and the zigzag wall panel 210 is provided on both sides of the adjacent prefabricated wall module.
  • the supporting column in the zigzag wall plate 210 includes a column 205 disposed at two corners of the zigzag wall plate 210 and the two side plates, and fixedly connected to the phase
  • the upper end portion of the upright 205 and the lower end portion of the upright 205 are provided with connection holes 208 for connection to the prefabricated floor.
  • the L-shaped wall panel 201, the T-shaped wall panel 202, the cross-shaped wall panel 203, the in-line wall panel 209 and the zigzag wall panel 210 are all sandwich heat-insulating and sound-insulating structures, including a thermal insulation layer 211, and are disposed at the heat preservation.
  • the thermal insulation layer 211 is foam concrete, rock wool, phenolic resin foaming material, polyurethane foam, glass fiber insulation cotton or other thermal insulation material.
  • the base layer 212 is a base layer of a waterproof calcium silicate board, an OSB board, a gypsum board or other materials.
  • the column 205 may be an ordinary steel pipe column or a steel tube concrete column (relative to the steel pipe column, the steel tube concrete column can greatly improve the bearing capacity).
  • support columns of other structural forms such as steel columns, steel lattice columns, and the like, may also be used.
  • the enclosure module in the prefabricated wall module of the prefabricated wall 2 includes a enclosure door module, a enclosure window module, and a perimeter wall module.
  • the first type of enclosure door module includes a door 215 and a door frame 216, and further includes a prefabricated wall frame 217 disposed on both sides of the door frame 216, the prefabricated wall body.
  • the side of the frame 217 and the adjacent prefabricated wall module are provided with a vertical sealing groove 204 for placing a sealing body.
  • the top surface and the bottom surface of the prefabricated wall frame 217 are provided with connecting holes 208 for connecting with the prefabricated floor.
  • the prefabricated wall frame 217 is fixedly coupled to the main beam frame on the prefabricated floor panel 1 by fasteners that are received in the attachment holes 208.
  • the second type of enclosure door module is shown in FIG. 21, which is different from the first type of enclosure door module in that the prefabricated wall frame 217 of the second enclosure door module is disposed on both sides and the upper side of the door frame 216.
  • the enclosure window module includes a window frame 218 and a window 219 and a curtain 220 disposed in the window frame 218.
  • the side frame of the window frame and the adjacent prefabricated wall module is provided with a sealing body.
  • the vertical sealing groove 204, the top surface and the bottom surface of the window frame are provided with a connecting hole 208 for connecting with the prefabricated floor and an electric curtain outlet hole 221, the window frame passing through the fastener and the prefabricated floor board which are inserted in the connecting hole 208
  • the main beam frame on 1 is fixedly connected.
  • Another type of enclosure window module differs from the first enclosure window module in that it includes a window frame, but the window is directly disposed in the prefabricated wall adjacent to the window.
  • the top and bottom surfaces of the prefabricated wall are provided with connecting holes for connecting the prefabricated floor, and the prefabricated wall is fixedly connected with the main beam frame of the prefabricated floor by fasteners worn in the connecting holes.
  • the wall module includes a wall panel 222, and the side wall of the wall panel 222 and the adjacent prefabricated wall module are provided with a vertical seal for placing the sealing body.
  • the groove 204, the top surface and the bottom surface of the wall panel 222 are provided with connecting holes 208 for connecting with the prefabricated floor slab.
  • the surrounding wall panel 222 passes through the fasteners worn in the connecting holes 208 and the main beam on the prefabricated floor panel 1.
  • the frame is fixedly connected.
  • the wall panel 222 is provided with a conduit 223 for the power line, and a socket 224 and/or a switch 225.
  • the inlet of the wire tube 223 is disposed on the top surface and/or the bottom surface of the wall panel 222 to facilitate connection with the pipeline equipment in the floor panel.
  • Embodiment 2 of the retaining wall module Referring to FIG. 24, the retaining wall panel 222 is provided with a water pipe 226 for water storage (ie, a hot and cold water pipe), and is connected to the system through a pipeline hole at both ends.
  • the inlet of the water pipe 226 is disposed on the top surface and/or the bottom surface of the wall panel 222 to facilitate connection with the pipeline equipment in the floor panel.
  • the wall panel 222 is provided with a wall-mounted toilet tank 227, and an upper water pipe 229, a water pipe 228 and a wire pipe 223 for use with the wall-mounted toilet water tank 227.
  • the wall-mounted toilet tank 227 is hidden in the wall module, and the upper and lower ends have fixing holes and pipeline holes corresponding to the modular system (ie, the wire tube 223 of the smart toilet cover and the water pipe 229 for connecting the toilet water), wall-mounted
  • the rear of the toilet tank 227 is connected to the pipeline well through a downcomer 228.
  • the inlets of the upper water pipe 229 and the wire pipe 223 are disposed on the top surface and/or the bottom surface of the wall panel 222 to facilitate connection with the pipeline equipment in the floor panel.
  • the prefabricated wall frame 217 and the wall panel 222 have the same structure, and each comprises a thermal insulation layer, a base layer disposed on both sides of the thermal insulation layer, and a veneer layer disposed outside the base layer.
  • the thermal insulation layer is rock wool, foam concrete, phenolic resin foaming material, polyurethane foam, glass fiber insulation cotton or other materials.
  • the base layer is a base layer of a waterproof calcium silicate board, an OSB board, a gypsum board or other materials.
  • the top and bottom surfaces of the enclosure door module, the enclosure window module and the enclosure module are provided with a transverse sealing groove 230 for placing the sealing strip, and the enclosure door module A sealing strip is arranged between the surrounding window module and the wall module and the prefabricated floor.
  • the upper and lower ends of the column 205 of the prefabricated building column module protrude from the prefabricated wall panel, the length of which is half of the height of the prefabricated floor slab of the building, and the protruding end is provided with a connecting hole 208, and the column 205 is inserted
  • the post connection sleeve 108 in the prefabricated floor is fixedly coupled to the post connection sleeve 108 by fasteners.
  • the strong column weak floor slab is installed in order to facilitate earthquake resistance.
  • All the fabricated building column modules and enclosure modules that make up the building are based on modular design.
  • the 1200mm is the basic modulus, and the 100mm, 200mm, 300mm, 600mm, and 3600mm are the extended modules. It laid the necessary foundation for the industrialized large-scale production of the same template and the reduction of cost.
  • the embodiment of the present disclosure further provides a construction method of a green sustainable full-module assembled building system, and the construction steps are as follows: Step 1: The main beam frame and the foundation of the prefabricated floor are fixed; Step 2, installing the assembled building column Module; Step 3, install the upper prefabricated slab; Step 4, install the enclosing module; Step 5, connect the equipment pipeline; Step 6, install part of the slab layer, hang the top layer and the decorative layer; Step VII, install the inner slab and the outer slab .

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Abstract

一种绿色可持续全模块装配式建筑体系及施工方法，其中绿色可持续全模块装配式建筑体系包括，预制楼板（1）和与预制楼板固定连接的预制墙体（2），预制楼板（1）包括主梁框架、次梁框架和楼板层（103）；预制墙体（2）包括有装配式建筑柱模块，装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；预制墙板的侧边上设有放置密封体用的竖向密封槽（204）；支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外。通过上述结构，实现了装配式建筑的模块化、部品化、模数化以及预制楼板结构和建筑、机电、装饰及部品的一体化集成。

Description

一种绿色可持续全模块装配式建筑体系及施工方法
本申请要求在2018年01月12日提交中国专利局、申请号为201810030555.9、公开名称为“一种绿色可持续全模块装配式建筑体系及施工方法”的中国专利申请的优先权，以及在2018年01月12日提交中国专利局、申请号为201820052696.6、公开名称为“一种绿色可持续全模块装配式建筑体系”的中国专利申请的优先权该申请的全部内容通过引用结合在本公开中。
技术领域
本公开涉及装配式建筑体系技术领域，特别涉及一种绿色可持续全模块装配式建筑体系及施工方法。
背景技术
目前，装配式建筑中，为了提高施工效果，一般采用工厂预制与现场装配式安装相结合的施工形式，现有的装配式建筑为大尺寸构件现场整体安装，预制模板中，结构层、面层、设备等在工厂均已加工建造完成，这种技术可以节约人力物力、减少现场施工工作量、提供施工效率，但是由于是大尺寸预制楼板整体安装，建筑中围护结构或者屈曲支撑结构还是需要采用传统施工方法进行施工，后期还得用传统方法进行装修，并没有将装配式的优势体现出来，因此，整体施工的工业化水平并不高，施工效率仍不能达到理想效果。
此外，现有的墙模块大多为建筑的附属品，需要根据建筑进行相应的切割定制，功能单一。现有的墙模块不含装修面层，安装完成后还需要进行后期装修。现有的墙模块大多不含管线层，即使含管线也无法做到和整个建筑体系匹配。现有的外墙模块虽然含有保温层、饰面层等，但是需要根据建筑外立面定制，无法大规模工业化生产，效率低下。
发明内容
本公开的目的是提供一种绿色可持续全模块装配式建筑体系及施工方法，要解决传统的装配式建筑没有模块化、部品化、模数化，不便于一体化集成和工业化生产的技术问题。
为实现上述目的，本公开采用如下技术方案：
第一种绿色可持续全模块装配式建筑体系，包括预制楼板和与预制楼板固定连接的预制墙体，所述预制楼板包括主梁框架、次梁框架和楼板层；所述主梁框架是由型钢主梁围合成的矩形框架，主梁框架上间隔设置有连接装配式建筑柱模块的柱连接套管，柱连接套管上间隔设有柱连接孔，主梁框架上还设有连接围护模块用的围护模块连接孔，主梁框架内水平连接有次梁框架；所述次梁框架高度小于主梁框架高度，次梁框架的下表面与主梁框架的底面平齐，次梁框架上方铺设有楼板层，所述楼板层的上表面与主梁框架的顶面平齐；所述预制墙体包括有装配式建筑柱模块和围护模块，所述围护模块包括有围护门模块、围护窗模块和围护墙模块，所述装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；所述预制墙板与相邻的预制墙体模块拼接的侧边上设有放置密封体用的竖向密封槽；所述支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外，并且支撑柱的上端部和支撑柱的下端部上均设有与预制楼板连接用的连接孔，支撑柱的上端部和支撑柱的下端部均插在预制楼板上的柱连接套管中，并通过紧固件与柱连接套管固定连接。
第二种绿色可持续全模块装配式建筑体系，包括预制楼板和与预制楼板固定连接的预制墙体，所述预制楼板包括主梁框架、次梁框架和楼板层；所述主梁框架是由至少两块模块拼合而成的网格状框架，所述模块是心模块、边模块、角模块、间模块和单模块中的一种或者两种或者三种或者四种或者五种的组合，拼合后的主梁框架包括由型钢主梁围合成的框架和位于框架内部由工字形型钢隔梁连接成的网格状隔架，主梁框架上间隔设置有连接装配式建筑柱模块的柱连接套管，柱连接套管上间隔设有柱连接孔，主梁框架上还设有连接围护模块用的围护模块连接孔，主梁框架每块模块内水平连接有 次梁框架；所述次梁框架高度小于主梁框架高度，次梁框架的下表面与主梁框架的底面平齐，次梁框架上方铺设有楼板层，所述楼板层的上表面与主梁框架的顶面平齐；所述预制墙体包括有装配式建筑柱模块和围护模块，所述围护模块包括有围护门模块、围护窗模块和围护墙模块，所述装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；所述预制墙板与相邻的预制墙体模块拼接的侧边上设有放置密封体用的竖向密封槽；所述支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外，并且支撑柱的上端部和支撑柱的下端部上均设有与预制楼板连接用的连接孔，支撑柱的上端部和支撑柱的下端部插在预制楼板上的柱连接套管中，并通过紧固件与柱连接套管固定连接。
优选的，所述心模块、边模块、角模块、间模块和单模块均为矩形框架，其中心模块四侧均由]形型钢隔梁围合而成，边模块由三侧]形型钢隔梁和一侧型钢主梁围合而成，角模块由相邻两侧]形型钢隔梁和另两侧型钢主梁围合而成，间模块由对侧两侧]形型钢隔梁和另两侧型钢主梁围合而成，单模块由一侧]形型钢隔梁和三侧型钢主梁围合而成，其中]形型钢隔梁的开口一侧朝向模块中心。
优选的，所述型钢主梁的横截面为工字形，其上下翼缘板上间隔开有围护模块连接孔和过线孔、腹板上间隔开有穿过管线的管线孔；所述]形型钢隔梁的横截面为]形，其上下短板上间隔开有围护模块连接孔和过线孔、侧面长板上间隔开有穿过管线的管线孔；]形型钢隔梁与]形型钢隔梁连接，其中相邻模块平行连接的]形型钢隔梁与]形型钢隔梁背对背拼接而成工字形型钢隔梁、相邻模块并排的]形型钢隔梁与]形型钢隔梁对应对接。
优选的，所述柱连接套管为矩形筒，柱连接套管是一个整体或者是由两个[形件对接而成或者是由四个L形件拼接而成；所述柱连接套管的横截面为方形，其边长与型钢主梁的宽度相适应，且与]形型钢隔梁背对背拼接而成工字形梁的宽度相适应；所述柱连接套管的上下两端口环向设有水平加强肋。
优选的，所述预制墙板为L形墙板、T形墙板、十字形墙板、一字形墙 板或Z字形墙板。
优选的，所述预制墙板为夹心保温隔音结构，包括保温隔音层、设在保温隔音层两侧的基层、以及设在基层外侧的饰面层。
优选的，所述支撑柱包括多根立柱，以及固定连接在相邻两立柱之间的横撑和斜撑，所述立柱的上端部向上伸出至预制墙板外，立柱的下端部向下伸出至预制墙板外，并且立柱的上端部和立柱的下端部上均设有与预制楼板连接用的连接孔，立柱的上端部和立柱的下端部均插在预制楼板上的柱连接套管中，并通过紧固件与柱连接套管固定连接。
优选的，所述围护门模块包括有门和门框，还包括有设在门框两侧或两侧+上侧的预制墙体边框，所述预制墙体边框与相邻的预制墙体模块拼接的侧面上设有放置密封体用的竖向密封槽，预制墙体边框的顶面和底面均设有与预制楼板连接用的连接孔，预制墙体边框通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接。
优选的，所述围护窗模块包括窗框和设在窗框中的窗、窗帘，该窗框与相邻的预制墙体模块拼接的侧面上设有放置密封体用的竖向密封槽，该窗框的顶面和底面均设有与预制楼板连接用的连接孔和电动窗帘出线孔，该窗框通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接。
优选的，所述围护窗模块包括一带窗洞口的墙板，所述带窗洞口的墙板上的窗洞口中设有窗框和窗，带窗洞口的墙板与相邻的预制墙体模块拼接的侧面上均设有放置密封体用的竖向密封槽，带窗洞口的墙板的顶面和底面均设有与预制楼板连接用的连接孔，带窗洞口的墙板通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接。
优选的，所述围护墙模块包括一围护墙板，所述围护墙板与相邻的预制墙体模块拼接的侧面上均设有放置密封体用的竖向密封槽，围护墙板的顶面和底面均设有与预制楼板连接用的连接孔，围护墙板通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接。
一种绿色可持续全模块装配式建筑体系的施工方法，施工步骤如下：
步骤一，预制楼板的主梁框架与基础固定。步骤二，安装装配式建筑柱模块。步骤三，安装上层预制楼板。步骤四，安装围护模块。步骤五，连接设备管线。步骤六，安装部分楼板层、吊顶层和装饰层。步骤七，安装内护板和外护板。
与现有技术相比本公开具有以下特点和有益效果：
本公开提出了全新的装配式建筑体系，克服了传统装配式建筑施工复杂、效率低的缺点，解决了提高工业化程度和装配式建筑的技术问题，实现了装配式建筑的优化，实现了装配式建筑的模块化、部品化、模数化以及装配式建筑和建筑、机电、装饰及部品的一体化集成设计。
本公开中的预制楼板和各个预制墙体模块具有互换性和可替换性，可实现预制楼板、预制墙体和建筑、机电、装饰及部品的一体化集成，便于工业化生产。
本公开中的预制楼板和各个规格、模数统一的预制墙体模块，可通过不同的组合搭建成功能合理、造型美观、经济实用的建筑。
本公开中的预制楼板和各个预制墙体模块含结构层、管线层、装修层，组装完成即可入住。
本公开全模块化设计，符合中国工业2025的规划、个性化定制、智能家居、可以融入物联网的新型业态中，装配率达到90％以上，高于中国绿色建筑标准，造价低于传统建筑。
本公开中的预制楼板和各个预制墙体模块含结构、装修等面层，一体化设计，现场组装完成即可入住，大大区别于其他的建筑模块。
本公开通过预制楼板和几种规格不同的预制墙体模块的重复组合，即可装配出功能不同的建筑。
本公开采用了装配式组合，可像汽车一样拆除重新异地组合，实现模块的全寿命使用。
本公开完全满足产品的多样化需求，不同的组合即为不同的风格、户型、造价等；客户可以线上个性化定制，工厂智能化生产，现场组装，实现互联 网与建筑的完美融合。
本公开全模块化设计，模块尺寸小型化，适合集装箱运输，便于运输和出口，利于出口创汇。
本公开属于一种全新的建筑工业化装配体系，市场潜力巨大，相较于传统建筑和当下市场上的装配式建筑是一款革命性的装配式建筑体系。
附图说明
图1是本公开的分解结构示意图；
图2是本公开的预制楼板实施例一的结构示意图；
图3是本公开的预制楼板实施例二的结构示意图；
图4是本公开的预制楼板上的外护板与型钢主梁连接结构示意图；
图5是本公开的预制楼板上的柱连接套管与预制墙体连接的示意图；
图6是本公开的预制楼板实施例三的结构示意图；
图7是本公开的预制楼板设置成凸形的示意图；
图8是本公开的预制楼板由四块角模块拼合而成的示意图；
图9是本公开的L形的装配式建筑柱模块的示意图；
图10是本公开的L形的装配式建筑柱模块中的支撑柱的示意图；
图11是本公开的T形的装配式建筑柱模块的示意图；
图12是本公开的T形的装配式建筑柱模块中的支撑柱的示意图；
图13是本公开的十字形的装配式建筑柱模块的示意图；
图14是本公开的十字形的装配式建筑柱模块中的支撑柱的示意图；
图15是本公开的一字形的装配式建筑柱模块的示意图；
图16是本公开的一字形的装配式建筑柱模块中的支撑柱的示意图；
图17是本公开的Z字形的装配式建筑柱模块的示意图；
图18是本公开的Z字形的装配式建筑柱模块中的支撑柱的示意图；
图19是本公开的密封体的示意图；
图20是本公开的围护门模块实施例一的示意图；
图21是本公开的围护门模块实施例二的示意图；
图22是本公开的围护窗模块的示意图；
图23是本公开的围护墙模块实施例一的示意图；
图24是本公开的围护墙模块实施例二的示意图；
图25是本公开的围护墙模块实施例三的示意图。
附图标记：
1-预制楼板、101-型钢主梁、102-型钢次梁、103-楼板层、104-装饰层、
105-线护板单元、106-阳角护板单元、107-围护模块连接孔、
108-柱连接套管、109-柱连接孔、110-管线孔、111-吊顶层、
112-安装孔、113-预留洞口、301/302-过线孔、117-护板连接件、
118-密封条、119-保温层、120-工字形型钢隔梁、121-边模块、
122-角模块、123-心模块、124-单模块、2－预制墙体、
201－L形墙板、202－T形墙板、203－十字形墙板、
204－竖向密封槽、205－立柱、206－横撑、207－斜撑、
208－连接孔、209－一字形墙板、210－Z字形墙板、
211－保温隔音层、212－基层、213－饰面层、214－密封体、
215－门、216－门框、217－预制墙体边框、218－窗框、
219－窗玻璃、220－窗帘、221－电动窗帘出线孔、
222－围护墙板、223－线管、224－插座、225－开关、
226－水管、227－壁挂式马桶水箱、228－下水管、
229－上水管、230－横向密封槽。
具体实施方式
下面将结合本公开实施例中的附图，对本公开实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本公开一部分实施例，而不是全部的实施例。基于本公开中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本公开保护的范围。
参见图1，所述绿色可持续全模块装配式建筑体系包括有预制楼板1、与预制楼板固定连接的预制墙体2。所述预制墙体2由预制墙体模块拼合而成的，并且各预制墙体模块之间夹有密封体214。预制墙体模块包括有装配式建筑柱模块和围护模块，其中围护模块包括有围护门模块、围护窗模块和围护墙模块；
预制楼板1的实施例一参见图1、图2，该预制楼板1包括主梁框架、次梁框架和楼板层103，所述主梁框架是由至少两块模块拼合而成的网格状框架，所述模块是心模块、边模块、角模块、间模块和单模块中的一种或者两种或者三种或者四种或者五种的组合，拼合后的主梁框架包括由型钢主梁101围合成的框架和位于框架内部由工字形型钢隔梁120连接成的网格状隔架，其节点位置均匀间隔设置有连接装配式建筑柱模块的柱连接套管108，主梁框架上还设有连接围护模块用的围护模块连接孔107，主梁框架每块模块内水平连接有次梁框架，所述次梁框架高度小于主梁框架高度，次梁框架上方铺设有楼板层103，其中楼板层103的上表面与主梁框架的顶面平齐，次梁框架的下表面与主梁框架的底面平齐；楼板结构都基于模数化设计制造，根据建筑结构的具体形式，对楼板进行模块化组合制造，对于围护模块而言，1200mm为最长用的基本模数，2400mm、3600mm为扩展模数；或者根据实际情况还可以将1300mm、1400mm、1500mm、1800mm为基础模数，为同一模板的工业化规模化生产、降低造价奠定了必要的基础。
所述心模块、边模块、角模块、间模块和单模块均为矩形框架，其中心模块四侧均由]形型钢隔梁围合而成，边模块由三侧]形型钢隔梁和一侧型钢主梁101围合而成，角模块由相邻两侧]形型钢隔梁和另两侧型钢主梁101围合而成，间模块由对侧两侧]形型钢隔梁和另两侧型钢主梁101围合而成，单模块由一侧]形型钢隔梁和三侧型钢主梁101围合而成，其中]形型钢隔梁的开口一侧朝向模块中心。本实施例中以6个模块为例，利用四块角模块122、两块边模块121拼合而成六网格矩形结构。
另外，根据实际需要，还可以利用两块单模块、一块角模块和一块间模 块拼合而成四网格L形结构，或者还可以利用四块角模块、四块边模块和一块心模块拼合而成九网格方形结构。比如参见图7所示，是由四块角模块122、一块边模块121、一块心模块和一块单模块拼合而成。或者参见图8所示，是由四块角模块122拼合而成。
所述预制楼板模块还包括装饰层104和吊顶层111；所述装饰层铺设于楼板层的上方；所述吊顶层连接于次梁框架的下方、且吊顶层上开有安装灯具设备的安装孔112，所述楼板层为轻质混凝土预制的楼板，装饰层由地板板块拼接而成。
所述型钢主梁101的横截面为工字形，其上下翼缘板上间隔开有围护模块连接孔107和过线孔301、腹板上间隔开有穿过管线的管线孔110；所述]形型钢隔梁的横截面为]形，其上下短板上间隔开有围护模块连接孔107和过线孔301、侧面长板上间隔开有穿过管线的管线孔110；模块拼接时型钢主梁与型钢主梁连接、]形型钢隔梁与]形型钢隔梁连接，其中相邻模块平行连接的]形型钢隔梁与]形型钢隔梁背对背拼接而成工字形型钢隔梁120、相邻模块并排的]形型钢隔梁与]形型钢隔梁对应对接。
所述次梁框架包括至少一组平行间隔设置的型钢次梁：有一组型钢次梁时，型钢次梁平行间隔设置在对侧的型钢主梁和/或工字形型钢隔梁之间；横向和纵向上各有一组型钢次梁时，形成网格状架体；所述型钢次梁的横截面为工字形，其上下翼缘板上间隔开有围护模块连接孔和过线孔、腹板上均隔开有穿过管线的管线孔。该型钢次梁上的围护模块连接孔与型钢主梁的围护模块连接孔模数化对应设置，且型钢次梁上的过线孔与型钢主梁的过线孔模数化对应设置。
参见图4所示，所述主梁框架的型钢主梁101外侧面连接有外护板，所述外护板是由线护板单元105、阳角护板单元106和阴角护板单元中的一种或者两种或者三种的组合围合拼接而成的；所述线护板单元105呈条状、位于型钢主梁101侧面直线位置；所述阳角护板单元106呈L形、位于主梁框架外侧阳角位置；阴角护板单元呈L形、位于主梁框架外侧阴角位置；所述外 护板的横截面主体呈C形，其两侧端垂直向外翻折形成连接边、并通过护板连接件117与型钢主梁连接；所述护板连接件117呈L形，其长边通过紧固件与型钢主梁的翼缘板连接，短边抵接在外护板的连接边上、并通过密封条密封；所述外护板的C形的槽内填充有保温层119。
参见图5所示，所述柱连接套管108为矩形筒，柱连接套管108是一个整体或者是由两个[形件对接而成或者是由四个L形件拼接而成，参见图8所示，对应设置在不同的模块中，与型钢主梁或者]形型钢隔梁连接，形成不同的拼装模块，进行后期拼装，柱连接套管108是分散的多个构件在拼装时，各构件通过紧固件与柱模块对应连接、并拼接成一个整体矩形筒；所述柱连接套管108的横截面为方形，其边长与型钢主梁的宽度相适应，且与型钢隔梁背对背拼接而成工字形梁的宽度相适应，其筒身上均匀间隔设有柱连接孔109、且其上下两端口环向设有水平加强肋；参见图2所示，拼合后的主梁框架在主梁框架的中部位置，柱连接套管108有5个、呈十字形分布；在主梁框架的边部位置，柱连接套管108有4个、呈半T形分布，在主梁框架的角部位置，柱连接套管108有3个、呈L形分布，分别对应连接十字形柱模块、T形柱模块和L形柱模块；每个分布位置上有一个柱连接套管108连接在相邻模块之间，其余柱连接套管108分别位于型钢主梁或者型钢隔梁的端部，柱连接套管108与主梁框架的各个构件之间焊接连接或者通过连接板连接即可。
预制楼板1的实施例二参见图3所示，与实施例一不同的是，所述装配式预制楼板结构上设有预留洞口113；此时，该预留洞口位置不设次梁框架、且预留洞口位置出主梁框架内侧面裸露部分连接有内护板，所述内护板是由线护板单元、阳角护板单元和阴角护板单元中的一种或者两种或者三种的组合围合拼接而成的；所述线护板单元呈条状、位于主梁框架侧面直线位置；所述阳角护板单元呈L形、位于主梁框架内侧阳角位置；阴角护板单元呈L形、位于主梁框架内侧阴角位置；所述外护板的横截面主体呈C形，其两侧端垂直向外翻折形成连接边、并通过护板连接件与型钢主梁连接；其中护板 连接件呈L形，其长边通过紧固件与主梁框架的翼缘板连接，短边抵接在内护板的连接边上、并通过密封条密封；所述外护板的C形的槽内填充有保温层。
所述外护板和/或内护板为防火保温板，用于安装完围护模块后对外漏的主梁框架进行封闭，采用紧固件固定，便于检修、同时也起到保温和钢结构防火的作用。
所述楼板结构与竖向结构之间还连接有斜撑，满足结构的横向稳定性。
楼板结构都基于模数化设计制造，通过增加或者减少模块数量调整楼板结构尺寸，根据建筑结构的具体形式，对楼板进行模块化制造；围护模块一般以1200mm为最长用的基本模数，2400mm、3600mm为扩展模数；或者根据实际情况还可以将1300mm、1400mm、1500mm、1800mm为基本模数，为同一模板的工业化规模化生产、降低造价奠定了必要的基础，楼板在预制加工时，其上面的柱连接套筒、管线孔、过线孔以及围护模块连接孔都是按照模数设计分布的，对应围护模块和柱模块的模数设计。
预制楼板1的实施例三参见图6所示，这种预制楼板1包括主梁框架、次梁框架和楼板层103，所述主梁框架是由型钢主梁101围合成的矩形框架，其节点位置均匀间隔设置有连接装配式建筑柱模块的柱连接套管108，主梁框架上还设有连接围护模块用的围护模块连接孔107，主梁框架内水平连接有次梁框架；所述次梁框架是由型钢次梁102拼接而成的网格状架体，所述次梁框架高度小于主梁框架高度，次梁框架的下表面与主梁框架的底面平齐，次梁框架上方铺设有楼板层103，所述楼板层103的上表面与主梁框架的顶面平齐。与实施例一不同的是，该楼板是由一整个模板组成的，直接由型钢主梁围合成边框，用于小面积住宅楼板，例如3.6×15.6m的小型住宅，直接将整块模板预制生产即可，无需有各个模板拼合而成。
预制楼板拼接时，型钢主梁与型钢主梁连接、型钢隔梁与型钢隔梁连接，其中相邻预制楼板模块的型钢主梁与型钢主梁对应连接在柱连接套管108的两侧，相邻预制楼板模块平行连接的型钢隔梁与型钢隔梁背对背拼接而成工 字形梁、相邻模块并排的型钢隔梁与型钢隔梁对应连接在柱连接套管108的两侧。
所述预制楼板在工厂预制加工时，大部分的设备和管线可以同步安装完成，例如公空调设备、消防喷淋设备等管线，现场装配时，只进行必要的连接调试即可。
参见图1、图5、图9-18，所述预制墙体2是由预制墙体模块拼合而成，并且预制墙体模块之间夹有密封体214(参见图19，密封体包括内部管体和包裹在内部管体外侧的橡胶)。所述预制墙体模块包括有装配式建筑柱模块和围护模块，其中围护模块又包括有围护门模块、围护窗模块和围护墙模块。
所述装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；所述预制墙板与相邻预制墙体模块拼接的侧边上设有放置密封体用的竖向密封槽204；所述支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外，并且支撑柱的上端部和支撑柱的下端部上均设有与预制楼板连接用的连接孔208，支撑柱的上端部和支撑柱的下端部均插在预制楼板1上的柱连接套管108中，并通过紧固件与柱连接套管108固定连接。
图9-18，所述预制墙板有多种形状，比如可如图9所示为L形墙板201，如图11所示为T形墙板202，如图13所示为十字形墙板203，如图15所示为一字形墙板209，如图17所示为Z字形墙板210。当然，还可以根据需要设计成其它形状。
所述支撑柱包括多根立柱205，以及固定连接在相邻两立柱205之间的横撑206和斜撑207，所述立柱205的上端部向上伸出至预制墙板外，立柱205的下端部向下伸出至预制墙板外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208，立柱205的上端部和立柱205的下端部均插在预制楼板1上的柱连接套管108中，并通过紧固件与柱连接套管108固定连接。
参见图9、图10所示，L形的装配式建筑柱模块，包括一L形墙板201，所述L形墙板201与相邻预制墙体模块连接的两个侧边上设有放置密封体用 的竖向密封槽204；L形墙板201中的支撑柱包括设在L形墙板201的拐角处和两个侧板上的立柱205，以及固定连接在相邻两立柱205之间的横撑206和斜撑207；所述立柱205的上端部向上伸出至L形墙板外，立柱205的下端部向下伸出至L形墙板外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208。
参见图11、图12所示，T形的装配式建筑柱模块包括一T形墙板202，所述T形墙板202与相邻预制墙体模块连接的三个侧边上设有放置密封体用的竖向密封槽204；所述T形墙板202中的支撑柱包括设在T形墙板202的T形交叉处和三个侧板上的立柱205，以及固定连接在相邻两立柱205之间的横撑206和斜撑207；所述立柱205的上端部向上伸出至T形墙板外，立柱205的下端部向下伸出至T形墙板外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208。
参见图13、图14所示，十字形的装配式建筑柱模块，包括一十字形墙板203，所述十字形墙板203与相邻预制墙体模块连接的四个侧边上设有放置密封体用的竖向密封槽204；所述十字形墙板203中的支撑柱包括设在十字形墙板203的十字交叉处和四个侧板上的立柱205，以及固定连接在相邻两立柱205之间的横撑206和斜撑207；所述立柱205的上端部向上伸出至十字形墙板外，立柱205的下端部向下伸出至十字形墙板外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208。
参见图15、图16所示，一字形的装配式建筑柱模块，包括一字形墙板209，所述一字形墙板209与相邻预制墙体模块连接的两个侧边上均设有放置密封体用的竖向密封槽204；所述一字形墙板209中的支撑柱包括多根间隔设置的立柱205(本实施例中为三根)，以及固定连接在相邻两立柱205之间的横撑206和斜撑207；所述立柱205的上端部向上伸出至一字形墙板外，立柱205的下端部向下伸出至一字形墙板外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208。
参见图17、图18所示，Z字形的装配式建筑柱模块，包括一Z字形墙板 210，所述Z字形墙板210与相邻预制墙体模块连接的两个侧边上均设有放置密封体用的竖向密封槽204；所述Z字形墙板210中的支撑柱包括设在Z字形墙板210的两个拐角处和两个侧板上的立柱205，以及固定连接在相邻两立柱205之间的横撑206和斜撑207，所述立柱205的上端部向上伸出至Z字形墙板210外，立柱205的下端部向下伸出至Z字形墙板210外，并且立柱205的上端部和立柱205的下端部上均设有与预制楼板连接用的连接孔208。
优选的，所述L形墙板201、T形墙板202、十字形墙板203、一字形墙板209和Z字形墙板210均为夹心保温隔音结构，包括保温隔音层211、设在保温隔音层211两侧的基层212、以及设在基层212外侧的饰面层213。所述保温隔音层211为泡沫混凝土、岩棉、酚醛树脂发泡材料、聚氨酯泡沫、玻璃纤维保温棉或其他保温隔音材料。所述基层212为防水硅酸钙板、OSB板、石膏板或其它材料的基层。
优选的，所述立柱205可以是普通的钢管立柱，也可以是钢管混凝土立柱(相对钢管立柱，钢管混凝土立柱可大大提高承载力)。
所述支撑柱除了上述实施例中提到的以外，在其它实施例中，也可以采用其他结构形式的支撑柱，比如型钢柱、钢格构柱等。
参见图20-25，所述预制墙体2中的预制墙体模块中的围护模块包括有围护门模块、围护窗模块和围护墙模块。
所述围护门模块有两种，第一种围护门模块参见图20，包括有门215和门框216，还包括有设在门框216两侧的预制墙体边框217，所述预制墙体边框217与相邻的预制墙体模块拼接的侧面上设有放置密封体用的竖向密封槽204，预制墙体边框217的顶面和底面均设有与预制楼板连接用的连接孔208，预制墙体边框217通过穿在连接孔208中的紧固件与预制楼板1上的主梁框架固定连接。
第二种围护门模块参见图21，与第一种围护门模块的不同之处在于，第二种围护门模块的预制墙体边框217设置在门框216的两侧和上侧。
所述围护窗模块参见图22，包括窗框218和设在窗框218中的窗219、 窗帘220，该窗框与相邻的预制墙体模块拼接的侧面上设有放置密封体用的竖向密封槽204，该窗框的顶面和底面均设有与预制楼板连接用的连接孔208和电动窗帘出线孔221，该窗框通过穿在连接孔208中的紧固件与预制楼板1上的主梁框架固定连接。
另一种围护窗模块(图中未示出)，与第一种围护窗模块的不同之处在于，其包括窗框，而是窗直接设置于预制墙体中，与窗相邻的预制墙体的顶面和底面均设有与预制楼板连接用的连接孔，预制墙体通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接。
参见图23-25，所述围护墙模块包括一围护墙板222，所述围护墙板222与相邻的预制墙体模块拼接的侧面上均设有放置密封体用的竖向密封槽204，围护墙板222的顶面和底面均设有与预制楼板连接用的连接孔208，围护墙板222通过穿在连接孔208中的紧固件与预制楼板1上的主梁框架固定连接。
围护墙模块的实施例一参见图23，所述围护墙板222上设有走电线用的线管223，以及插座224和/或开关225。所述线管223的进口设置在围护墙板222的顶面和\或底面上，方便和楼板中的管线设备连接。
围护墙模块的实施例二参见图24，所述围护墙板222中设有走水用的水管226(即冷热水管)，通过上下来两端的管线孔接入***。所述水管226的进口设置在围护墙板222的顶面和\或底面上，方便和楼板中的管线设备连接。
围护墙模块的实施例三参见图25，所述围护墙板222上设有壁挂式马桶水箱227，以及与壁挂式马桶水箱227配合用的上水管229、下水管228和线管223。围护墙模块中暗藏壁挂式马桶水箱227，上下两端有和模数体系对应的固定孔和管线孔(即接智能马桶盖的线管223和接马桶上水的上水管229)，壁挂式马桶水箱227的后部通过下水管228接入管道井。所述上水管229和线管223的进口设置在围护墙板222的顶面和\或底面上，方便和楼板中的管线设备连接。
优选的，所述预制墙体边框217和围护墙板222的结构相同，均包括保温隔音层、设在保温隔音层两侧的基层、以及设在基层外侧的饰面层。所述 保温隔音层为岩棉、泡沫混凝土、酚醛树脂发泡材料、聚氨酯泡沫、玻璃纤维保温棉或其它材料。所述基层为防水硅酸钙板、OSB板、石膏板或其它材料的基层。
为了增强围护模块与预制楼板之间的密封性，围护门模块、围护窗模块和围护墙模块的顶面和底面均设有放置密封条用的横向密封槽230，围护门模块、围护窗模块和围护墙模块与预制楼板之间设置密封条。
所述装配式建筑柱模块中的立柱205的上下端伸出预制墙板，伸出的长度为建筑的预制楼板的高度的一半，并且伸出的端部上设有连接孔208，立柱205插在预制楼板上的柱连接套管108中，并通过紧固件与柱连接套管108固定连接。
所述装配式建筑柱模块安装时，依次安装形成了强柱弱楼板，有利于抗震。
所有构成建筑的装配式建筑柱模块和围护模块都基于模数化设计制造，1200mm为基本模数，100mm、200mm、300mm、600mm、3600mm为扩展模数。为同一模板的工业化规模化生产、降低造价奠定了必要的基础。
另外，本公开实施例还提供了一种绿色可持续全模块装配式建筑体系的施工方法，其施工步骤如下：步骤一，预制楼板的主梁框架与基础固定；步骤二，安装装配式建筑柱模块；步骤三，安装上层预制楼板；步骤四，安装围护模块；步骤五，连接设备管线；步骤六，安装部分楼板层、吊顶层和装饰层；步骤七，安装内护板和外护板。
显然，本领域的技术人员可以对本公开实施例进行各种改动和变型而不脱离本公开的精神和范围。这样，倘若本公开的这些修改和变型属于本公开权利要求及其等同技术的范围之内，则本公开也意图包含这些改动和变型在内。

Claims (36)

  1. 一种绿色可持续全模块装配式建筑体系，包括预制楼板(1)和与预制楼板固定连接的预制墙体(2)，其特征在于：
    所述预制楼板(1)包括主梁框架和楼板层(103)；
    所述主梁框架是由型钢主梁(101)围合成的框架，主梁框架上间隔设置有柱连接套管(108)，所述柱连接套管(108)上间隔设有柱连接孔(109)，主梁框架上还间隔设有围护模块连接孔(107)以及过线孔(301)；
    所述预制墙体(2)包括有装配式建筑柱模块和围护模块，所述围护模块与所述主梁框架上围护模块连接孔(107)连接；
    所述围护模块上间隔设有过线孔，围护模块中管线通过围护模块的过线孔(302)和主梁框架上过线孔(301)与其它管线连接；
    所述围护模块的连接孔、过线孔(302)位置和主梁框架上的连接孔、过线孔(301)位置按模数化对应设置；
    所述装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；
    所述支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外，并且支撑柱的上端部和支撑柱的下端部均插在对应的预制楼板(1)上的柱连接套管(108)中，并与柱连接套管(108)固定连接。
  2. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述主梁框架内还设置有水平连接的次梁框架，所述次梁框架高度小于所述主梁框架高度，所述次梁框架的下表面与所述主梁框架的底面平齐，所述次梁框架上方铺设有楼板层(103)，所述楼板层(103)的上表面与主梁框架的顶面平齐。
  3. 根据权利要求2所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述次梁框架间隔设有围护模块连接孔以及过线孔(301)，所述次梁框架上的连接孔、过线孔(301)位置和围护模块连接孔、过线孔(302)位置按模数化对应设置。
  4. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板与相邻的预制墙体拼接的侧边上设有放置密封体用的竖向密封槽(204)。
  5. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述柱连接套管(108)为矩形筒，所述柱连接套管(108)是一个整体或者是由两个[形件对接而成或者是由四个L形件拼接而成。
  6. 根据权利要求5所述的一种绿色可持续全模块装配式建筑体系，其特征在于，所述柱连接套管(108)的横截面为方形，其边长与型钢主梁的宽度相适应，且与]形型钢隔梁背对背拼接而成工字形梁的宽度相适应。
  7. 根据权利要求5所述的一种绿色可持续全模块装配式建筑体系，其特征在于，所述柱连接套管(108)的上下两端口环向设有水平加强肋。
  8. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板为L形墙板(201)、T形墙板(202)、十字形墙板(203)、一字形墙板(209)或Z字形墙板(210)。
  9. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板为夹心保温隔音结构，包括保温隔音层(211)、设在保温隔音层(211)两侧的基层(212)、设在基层(212)外侧的饰面层(213)、以及设在两侧基层之间的管线层。
  10. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述支撑柱的上端部和支撑柱的下端部上均设有连接孔(208)，并分别通过紧固件与对应的柱连接套管(108)固定连接。
  11. 根据权利要求10所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述支撑柱包括多根立柱(205)，以及固定连接在相邻两立柱(205)之间的横撑(206)和斜撑(207)，所述立柱(205)的上端部向上伸出至预制墙板外，立柱(205)的下端部向下伸出至预制墙板外，并且立柱(205)的上端部和立柱(205)的下端部上均设有与预制楼板连接用的连接孔(208)，立柱(205)的上端部和立柱(205)的下端部分别插在对应的预制楼板(1) 上的柱连接套管(108)中，并通过紧固件与柱连接套管(108)固定连接。
  12. 根据权利要求1所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护模块包括有围护门模块、围护窗模块和围护墙模块。
  13. 根据权利要求12所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护门模块包括有门(215)和门框(216)，还包括有设在门框(216)两侧或门框(216)两侧以及上侧的预制墙体边框(217)，所述预制墙体边框(217)与相邻的预制墙体拼接的侧面上设有放置密封体用的竖向密封槽(204)，预制墙体边框(217)的顶面和底面设有与预制楼板连接用的连接孔(208)和过线孔(302)，预制墙体边框(217)通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接；围护门模块中管线通过围护门模块的过线孔(302)和主梁框架上的过线孔(301)与其它管线连接。
  14. 根据权利要求12所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护窗模块包括窗框(218)和设在窗框(218)中的窗(219)，该窗框与相邻的预制墙体拼接的侧面上设有放置密封体用的竖向密封槽(204)，该窗框的顶面和底面均设有与预制楼板连接用的连接孔(208)和过线孔(302)，该窗框通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接；围护窗模块中管线通过围护窗模块的过线孔(302)和主梁框架上的过线孔(301)与其它管线连接。
  15. 根据权利要求12所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护窗模块包括设在所述预制墙体中的窗，与窗相邻的预制墙体的顶面和底面均设有与预制楼板连接用的连接孔和过线孔，预制墙体通过穿在连接孔中的紧固件与预制楼板上的主梁框架固定连接；围护窗模块中管线通过围护窗模块的过线孔和主梁框架上过线孔(301)与其它管线连接
  16. 根据权利要求12所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护墙模块包括一围护墙板(222)，所述围护墙板(222)与相邻的预制墙体模块拼接的侧面上均设有放置密封体用的竖向密封槽(204)，围护墙板(222)的顶面和底面均设有与预制楼板连接用的连接孔(208)，围 护墙板(222)通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接。
  17. 根据权利要求16所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护墙板(222)上设有走电线用的线管(223)，以及插座(224)和/或开关(225)，其中线管(223)的进出口设置在围护墙板(222)的顶面和底面上；或者所述围护墙板(222)中设有走水用的水管(226)，水管(226)的进出口设置在围护墙板(222)的顶面和底面上；或者所述围护墙板(222)上设有壁挂式马桶水箱(227)，以及与壁挂式马桶水箱(227)配合用的上水管(229)、下水管(228)和线管(223)，其中上水管(229)和线管(223)的进出口设置在围护墙板(222)的顶面或底面上。
  18. 一种绿色可持续全模块装配式建筑体系，包括预制楼板(1)和与预制楼板固定连接的预制墙体(2)，其特征在于：
    所述预制楼板(1)包括主梁框架和楼板层(103)；
    所述主梁框架是由至少两块模块拼合而成的网格状框架，所述模块是心模块、边模块、角模块、间模块和单模块中的一种或者至少两种的组合；拼合后的主梁框架包括由型钢主梁(101)围合成的框架和位于框架内部由工字形型钢隔梁(120)连接成的网格状隔架，主梁框架上间隔设置有柱连接套管(108)，所述柱连接套管(108)上间隔设有柱连接孔(109)，主梁框架上还设有围护模块连接孔以及过线孔(301)；
    所述预制墙体(2)包括有装配式建筑柱模块和围护模块，所述围护模块与所述围护模块连接孔连接；
    所述装配式建筑柱模块包括预制墙板和设置在预制墙板中的支撑柱；
    所述支撑柱的上端部向上伸出至预制墙板外，支撑柱的下端部向下伸出至预制墙板外，并且支撑柱的上端部和支撑柱的下端部插在对应的预制楼板(1)上的柱连接套管(108)中，并与柱连接套管(108)固定连接。
  19. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述心模块、边模块、角模块、间模块和单模块均为矩形框架， 其中心模块四侧均由]形型钢隔梁围合而成，边模块由三侧]形型钢隔梁和一侧型钢主梁(101)围合而成；和/或，角模块由相邻两侧]形型钢隔梁和另两侧型钢主梁(101)围合而成；和/或，间模块由对侧两侧]形型钢隔梁和另两侧型钢主梁(101)围合而成；和/或，单模块由一侧]形型钢隔梁和三侧型钢主梁(101)围合而成，其中]形型钢隔梁的开口一侧朝向模块中心。
  20. 根据权利要求19所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述型钢主梁(101)的横截面为工字形，其上下翼缘板上间隔开有围护模块连接孔和过线孔、腹板上间隔开有穿过管线的管线孔(110)；
    所述]形型钢隔梁的横截面为]形，其上下短板上间隔开有围护模块连接孔(107)和过线孔(116)、侧面长板上间隔开有穿过管线的管线孔(110)；
    ]形型钢隔梁与]形型钢隔梁连接，其中相邻模块平行连接的]形型钢隔梁与]形型钢隔梁背对背拼接而成工字形型钢隔梁(120)、相邻模块并排的]形型钢隔梁与]形型钢隔梁对应对接。
  21. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述主梁框架内还设置有水平连接的次梁框架，所述次梁框架高度小于所述主梁框架高度，所述次梁框架的下表面与所述主梁框架的底面平齐，所述次梁框架上方铺设有楼板层(103)，所述楼板层(103)的上表面与主梁框架的顶面平齐。
  22. 根据权利要求21所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述次梁框架设有围护模块连接孔以及过线孔，所述次梁框架的围护模块连接孔与所述主梁框架的围护模块连接孔按模数化对应设置，所述次梁框架的过线孔与所述主梁框架的过线孔按模数化对应设置。
  23. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板与相邻的预制墙体拼接的侧边上设有放置密封体用的竖向密封槽(204)。
  24. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述柱连接套管(108)为矩形筒，所述柱连接套管(108)是一 个整体或者是由两个[形件对接而成或者是由四个L形件拼接而成。
  25. 根据权利要求24所述的一种绿色可持续全模块装配式建筑体系，其特征在于，所述柱连接套管(108)的横截面为方形，其边长与型钢主梁的宽度相适应，且与]形型钢隔梁背对背拼接而成工字形梁的宽度相适应。
  26. 根据权利要求24所述的一种绿色可持续全模块装配式建筑体系，其特征在于，所述柱连接套管(108)的上下两端口环向设有水平加强肋。
  27. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板为L形墙板(201)、T形墙板(202)、十字形墙板(203)、一字形墙板(209)或Z字形墙板(210)。
  28. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述预制墙板为夹心保温隔音结构，包括保温隔音层(211)、设在保温隔音层(211)两侧的基层(212)、以及设在基层(212)外侧的饰面层(213)。
  29. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述支撑柱的上端部和支撑柱的下端部上均设有连接孔(208)，并分别通过紧固件与对应的柱连接套管(108)固定连接。
  30. 根据权利要求29所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述支撑柱包括多根立柱(205)，以及固定连接在相邻两立柱(205)之间的横撑(206)和斜撑(207)，所述立柱(205)的上端部向上伸出至预制墙板外，立柱(205)的下端部向下伸出至预制墙板外，并且立柱(205)的上端部和立柱(205)的下端部上均设有与预制楼板连接用的连接孔(208)，立柱(205)的上端部和立柱(205)的下端部分别插在对应的预制楼板(1)上的柱连接套管(108)中，并通过紧固件与柱连接套管(108)固定连接。
  31. 根据权利要求18所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护模块包括有围护门模块、围护窗模块和围护墙模块。
  32. 根据权利要求31所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护门模块包括有门(215)和门框(216)，还包括有设在门 框(216)两侧或门框(216)两侧以及上侧的预制墙体边框(217)，所述预制墙体边框(217)与相邻的预制墙体拼接的侧面上设有放置密封体用的竖向密封槽(204)，预制墙体边框(217)的顶面和底面均设有与预制楼板连接用的连接孔(208)和过线孔(302)，预制墙体边框(217)通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接；所述围护门模块的设备端口连接线通过预制墙体边框(217)的过线孔(302)与其它设备连接。
  33. 根据权利要求31所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护窗模块包括窗框(218)和设在窗框(218)中的窗(219)，该窗框与相邻的预制墙体模块拼接的侧面上设有放置密封体用的竖向密封槽(204)，该窗框的顶面和底面均设有与预制楼板连接用的连接孔(208)和出线孔(221)，该窗框通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接。
  34. 根据权利要求31所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护墙模块包括一围护墙板(222)，所述围护墙板(222)与相邻的预制墙体模块拼接的侧面上均设有放置密封体用的竖向密封槽(204)，围护墙板(222)的顶面和底面均设有与预制楼板连接用的连接孔(208)，围护墙板(222)通过穿在连接孔(208)中的紧固件与预制楼板(1)上的主梁框架固定连接。
  35. 根据权利要求34所述的一种绿色可持续全模块装配式建筑体系，其特征在于：所述围护墙板(222)上设有走电线用的线管(223)，以及插座(224)和/或开关(225)，其中线管(223)的进出口设置在围护墙板(222)的顶面和底面上；或者所述围护墙板(222)中设有走水用的水管(226)，水管(226)的进出口设置在围护墙板(222)的顶面和底面上；或者所述围护墙板(222)上设有壁挂式马桶水箱(227)，以及与壁挂式马桶水箱(227)配合用的上水管(229)、下水管(228)和线管(223)，其中上水管(229)和线管(223)的进出口设置在围护墙板(222)的顶面和底面上。
  36. 一种绿色可持续全模块装配式建筑体系的施工方法，其特征在于施 工步骤如下：
    步骤一，预制楼板的主梁框架与基础固定；
    步骤二，安装装配式建筑柱模块；
    步骤三，安装上层预制楼板；
    步骤四，安装围护模块；
    步骤五，安装地暖层；
    步骤六，连接设备管线；
    步骤七，安装部分吊顶层和低面铺装层；
    步骤八，安装内护板和外护板。
PCT/CN2019/071491 2018-01-12 2019-01-11 一种绿色可持续全模块装配式建筑体系及施工方法 WO2019137508A1 (zh)

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