CN105781010A - Compound wallboard and integrated precast structure thereof - Google Patents

Compound wallboard and integrated precast structure thereof Download PDF

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Publication number
CN105781010A
CN105781010A CN201610274462.1A CN201610274462A CN105781010A CN 105781010 A CN105781010 A CN 105781010A CN 201610274462 A CN201610274462 A CN 201610274462A CN 105781010 A CN105781010 A CN 105781010A
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CN
China
Prior art keywords
wall board
combined wall
combined
wall
attachment structure
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Legal status (The legal status 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 status listed.)
Granted
Application number
CN201610274462.1A
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Chinese (zh)
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CN105781010B (en
Inventor
路育新
孙俊茹
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HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd
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HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd
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Priority to CN201610274462.1A priority Critical patent/CN105781010B/en
Publication of CN105781010A publication Critical patent/CN105781010A/en
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Publication of CN105781010B publication Critical patent/CN105781010B/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/7608—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels
    • 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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90—Passive houses; Double facade technology

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses a compound wallboard comprising an internal wall, an insulation layer and an external wall. Both the internal wall and the external wall are of a concrete structure and internally provided with transverse reinforcements and longitudinal reinforcements; the bottom of each longitudinal reinforcement is provided with a preformed hole, and grouting holes are formed in each preformed hole; longitudinal anchoring ribs and transverse anchoring ribs are reserved; the insulation layer is clamped between the internal wall and the external wall, and the internal wall and the external wall are connected in a stay manner through tie bars. By factory prefabrication production of the internal wall-insulation layer-external wall, various fittings are reserved on the periphery, so that architectural industrialization of the integrated precast compound wall connecting structure system can be realized, fabrication of the insulating outerbuilding envelope is realized, installation on the construction site is realized, labor productivity is improved, labor input is reduced, labor intensity of workers is lowered, working environment of workers is improved, meanwhile consumption of steel and building materials is decreased dramatically, energy conservation, emission reduction and low carbon consumption reduction are achieved.

Description

A kind of combined wall board and cast in place and precast construction thereof
Technical field
The present invention relates to building field, particularly relate to a kind of combined wall board and cast in place and precast construction thereof.
Background technology
The wall external thermal insulation structure of building field is all by cast-in-place shear wall now, utilizes the secondary of normal concrete building block Structure carries out external thermal insulation, this working method, and the usage amount of the construction materials such as steel, brick and concrete is big, and workman works by force Degree is big, and poor working environment is susceptible to construction accident.
Now being badly in need of one and install simple, labor strength is little, and structural strength is big and saves the insulated wall of construction material.
Summary of the invention
It is an object of the invention to provide a kind of combined wall board and cast in place and precast construction thereof, solve the body of wall of existing band insulation Be all then install insulation material by building a wall additional secondary built a wall again by the way of, cause labor strength big, poor working environment, wave The problem taking construction material.
For solving above-mentioned technical problem, the present invention adopts the following technical scheme that
One combined wall board of the present invention, including interior wall, heat-insulation layer and exterior wall；Described interior wall and exterior wall are xoncrete structure, and Built-in transverse reinforcing bar and longitudinal reinforcement；The bottom of described longitudinal reinforcement is provided with preformed hole, and offers on described preformed hole Injected hole；The top of described longitudinal reinforcement passes described xoncrete structure, forms longitudinal anchor rib；The two ends of described transverse steel All pass described xoncrete structure, form horizontal anchor rib；Described heat-insulation layer is clipped between described interior wall and exterior wall, described interior wall Socket by socketing reinforcing bar with exterior wall.
Further, socketing reinforcing bar described in is zinc coated high strength steel muscle.
Further, socket reinforcing bar described in and be disposed with multilamellar up and down.
Further, described in socket the reinforcing bar dot interlace that sockets on described interior wall and exterior wall and open, make to socket reinforcing bar It is shaped like in folding line.
A kind of assembled integral combined wall board attachment structure, including the composite wall as described in claim 1-4 any one Plate, also includes inner wall of building and precoated plate；Its concrete attachment structure includes:
(a) combined wall board and combined wall board longitudinal connection structure；Multiple vertical superpositions of described combined wall board are placed, adjacent two The combined wall board being vertically arranged uses slurry anchor overlap joint, and longitudinal anchor rib of the combined wall board being positioned at bottom stretches into superposed multiple Close in the preformed hole of wallboard, and by the slip casting in described preformed hole of described injected hole；
(b) combined wall board and precoated plate attachment structure；
Combined wall board is connected node with precoated plate plate end；The plate end anchor rib of described precoated plate and longitudinal anchor of described combined wall board Gu muscle colligation connects, and arranges ring beam reinforcing steel bar at node region, finally casting concrete at node, exterior wall during cast concrete Reserved space thick for 1.5-3cm, place, arranges insulation material at this space；
Combined wall board is connected node with precoated plate plate side；The plate side reinforcing bar of described precoated plate anchors with the longitudinal direction of described combined wall board Muscle colligation connects, and arranges ring beam reinforcing steel bar at node region, finally casting concrete at node, during cast concrete at exterior wall Reserved space thick for 1.5-3cm, arranges insulation material at this space;
(c) combined wall board and combined wall board L-type attachment structure and combined wall board and the T-shaped attachment structure of inner wall of building；Corner Between two adjacent combined wall boards and/or between combined wall board and inner wall of building, cast-in-place sleeper, described combined wall board are set The anchor rib of horizontal anchor rib and described inner wall of building be anchored in described cast-in-place sleeper；Described cast-in-place sleeper is laterally middle Insulation material is filled in position.
Further, combined wall board, with precoated plate attachment structure, reserves the thick space of 2cm at exterior wall.
Further, combined wall board and combined wall board L-type attachment structure are also applied for combined wall board and combined wall board horizontal stroke To attachment structure.
Further, combined wall board, with the T-shaped attachment structure of inner wall of building, is provided with coagulation in described cast-in-place sleeper Soil cushion block.
Compared with prior art, the Advantageous Effects of the present invention is as follows:
The present invention is produced by the prefabrication of interior wall-heat-insulation layer-exterior wall, and reserves various connector in periphery, makes assembling whole Body formula combined wall board attachment structure system is capable of architectural industrialization, it is achieved that the assembling of insulation peripheral structure, and construction is existing Field is installed, and raises labour productivity, and reduces artificial input, the labor intensity of reduction workman, improves the working environment of workman, simultaneously Significantly reduce the usage amount of steel and construction material, reach energy-saving and emission-reduction, the effect of low-carbon (LC) consumption reduction.
Accompanying drawing explanation
The invention will be further described in explanation below in conjunction with the accompanying drawings.
Fig. 1 is the composite wallboard structure schematic diagram of the present invention；
Fig. 2 is the combined wall board side view of the present invention；
Fig. 3 is the combined wall board top view of the present invention；
Fig. 4 is that the combined wall board of the present invention is connected node with combined wall board longitudinal connection structure and combined wall board with precoated plate plate end Schematic diagram；
Fig. 5 is that the combined wall board of the present invention is connected node with combined wall board longitudinal connection structure and combined wall board with precoated plate plate side Schematic diagram；
Fig. 6 is combined wall board and the inner wall of building T-shaped attachment structure schematic diagram of the present invention；
Fig. 7 is combined wall board and the combined wall board L-type attachment structure schematic diagram of the present invention；
Fig. 8 is the building overall structure schematic diagram of the present invention；
Description of reference numerals: 1, interior wall；2, heat-insulation layer；3, exterior wall；4, xoncrete structure；5, transverse steel；6, longitudinal reinforcement；7、 Preformed hole；701, injected hole；8, longitudinal anchor rib；9, horizontal anchor rib；10, reinforcing bar is socketed；11, inner wall of building；12, prefabricated Plate；13, cast-in-place sleeper；14, insulation material；15, concrete；16, concrete pad.
Detailed description of the invention
As Figure 1-4, a kind of combined wall board, including interior wall 1, heat-insulation layer 2 and exterior wall 3；Described interior wall 1 and exterior wall 3 are equal For xoncrete structure 4, and built-in transverse reinforcing bar 5 and longitudinal reinforcement 6, improve interior wall and the structural strength of exterior wall；Described longitudinal steel The bottom of muscle 6 is provided with preformed hole 7, and offers injected hole 701 on described preformed hole 7；The top of described longitudinal reinforcement 6 is worn Go out described xoncrete structure 4, form longitudinal anchor rib 8；The two ends of described transverse steel 5 all pass described xoncrete structure 4, shape It is open into anchor rib 9；Described heat-insulation layer 2 is clipped between described interior wall 1 and exterior wall 3, and described interior wall 1 and exterior wall 3 are by socketing steel Muscle 10 sockets, and makes interior wall and exterior wall keep fixing；The described reinforcing bar 10 that sockets is for zinc coated high strength steel muscle；Described socket reinforcing bar 10 Being disposed with multilamellar up and down, each layer uniform intervals is arranged, the most each interlayer is every 20cm.
The described reinforcing bar 10 dot interlace that sockets on described interior wall 1 and exterior wall 3 that sockets is opened, and makes to socket the shape class of reinforcing bar 10 It is similar to folding line, is that the stress point of whole interior wall and/or exterior wall is more uniformly distributed.
A kind of assembled integral combined wall board attachment structure, including above-mentioned combined wall board, also includes inner wall of building 11 With precoated plate 12；Its concrete attachment structure includes:
(a) combined wall board and combined wall board longitudinal connection structure；As shown in Figure 4,5, multiple vertical superpositions of described combined wall board are put Putting, the combined wall board that adjacent two are vertically arranged uses slurry anchor overlap joint, and longitudinal anchor rib 8 of the combined wall board being positioned at bottom is stretched Enter in the preformed hole 7 of superposed combined wall board, and by the slip casting in described preformed hole 7 of described injected hole 701, upper and lower two Block combined wall board is the most right so that it is fixing.
(b) combined wall board and precoated plate 12 attachment structure；
Combined wall board is connected node with precoated plate 12 plate end；As shown in Figure 4, the plate end anchor rib of described precoated plate 12 is multiple with described The longitudinal anchor rib colligation closing wallboard connects, and arranges ring beam reinforcing steel bar at node region, finally casting concrete 15 at node, Reserve 2cm thick space during cast concrete 15 at exterior wall, insulation material 14 is set at this space, plays heat insulation effect.
Combined wall board is connected node with precoated plate 12 plate side；As it is shown in figure 5, the plate side reinforcing bar of described precoated plate 12 is with described Longitudinal anchor rib colligation of combined wall board connects, and arranges ring beam reinforcing steel bar at node region, finally casting concrete at node 15, reserve 2cm thick space during cast concrete 15 at exterior wall, insulation material 14 is set at this space, plays heat insulation work With.
(c) combined wall board and combined wall board L-type attachment structure and combined wall board and inner wall of building 11T type attachment structure； As shown in Figure 6,7, arrange existing between two combined wall boards that corner is adjacent and/or between combined wall board and inner wall of building 11 Water sleeper 13, cast-in-place sleeper 13 is provided with concrete pad 16, strengthen structural strength；The horizontal anchor rib of described combined wall board Being anchored in described cast-in-place sleeper 13 with the anchor rib of described inner wall of building 11, anchorage length has to comply with " xoncrete structure Design specification " regulation of GB50010-2010, to ensure bonding strength；Described cast-in-place sleeper 13 lateral mid-point fills insulation Material 14, it is ensured that its heat-insulating property.
Another kind of embodiment, combined wall board and combined wall board L-type attachment structure are also applied for combined wall board and combined wall board In the middle of two combined wall boards of transverse connection structure, i.e. horizontally set, cast-in-place sleeper is set, cast-in-place sleeper is provided with concrete Cushion block；The horizontal anchor rib of two combined wall boards is anchored in described cast-in-place sleeper, and cast-in-place sleeper lateral mid-point is filled and protected Adiabator.
Monolithic architecture thing complete after as shown in Fig. 8 structure.
Embodiment described above is only that the optimal way to the present invention is described, and not carries out the scope of the present invention Limiting, on the premise of designing spirit without departing from the present invention, technical scheme is made by those of ordinary skill in the art Various deformation and improvement, all should fall in the protection domain that claims of the present invention determines.

Claims (8)

1. a combined wall board, it is characterised in that: include interior wall (1), heat-insulation layer (2) and exterior wall (3)；Described interior wall (1) and outer Wall (3) is xoncrete structure (4), and built-in transverse reinforcing bar (5) and longitudinal reinforcement (6)；The bottom of described longitudinal reinforcement (6) sets It is equipped with preformed hole (7), and on described preformed hole (7), offers injected hole (701)；The top of described longitudinal reinforcement (6) passes Described xoncrete structure (4), forms longitudinal anchor rib (8)；The two ends of described transverse steel (5) all pass described xoncrete structure (4) horizontal anchor rib (9), is formed；Described heat-insulation layer (2) is clipped between described interior wall (1) and exterior wall (3), described interior wall (1) and Exterior wall (3) sockets by socketing reinforcing bar (10).
Combined wall board the most according to claim 1, it is characterised in that socketing reinforcing bar (10) described in: is zinc coated high strength steel muscle.
Combined wall board the most according to claim 1, it is characterised in that socket reinforcing bar (10) described in: and be disposed with multilamellar up and down.
Combined wall board the most according to claim 1, it is characterised in that socket described in: reinforcing bar (10) at described interior wall (1) and The dot interlace that sockets on exterior wall (3) is opened, and makes to socket being shaped like in folding line of reinforcing bar (10).
5. an assembled integral combined wall board attachment structure, including the combined wall board as described in claim 1-4 any one, It is characterized in that, also include inner wall of building (11) and precoated plate (12)；Its concrete attachment structure includes:
(a) combined wall board and combined wall board longitudinal connection structure；Multiple vertical superpositions of described combined wall board are placed, adjacent two The combined wall board being vertically arranged uses slurry anchor overlap joint, and longitudinal anchor rib (8) of the combined wall board being positioned at bottom stretches into and is positioned at top Combined wall board preformed hole (7) in, and by described injected hole (701) slip casting in described preformed hole (7)；
(b) combined wall board and precoated plate (12) attachment structure；
Combined wall board is connected node with precoated plate (12) plate end；The plate end anchor rib of described precoated plate (12) and described combined wall board Longitudinal anchor rib colligation connect, and ring beam reinforcing steel bar is set at node region, finally casting concrete (15) at node, cast Reserve 1.5-3cm thick space during concrete (15) at exterior wall, insulation material (14) is set at this space；
Combined wall board is connected node with precoated plate (12) plate side；The plate side reinforcing bar of described precoated plate (12) and described combined wall board Longitudinal anchor rib colligation connects, and arranges ring beam reinforcing steel bar at node region, finally casting concrete (15) at node, and cast is mixed Reserve 1.5-3cm thick space during solidifying soil (15) at exterior wall, insulation material (14) is set at this space;
(c) combined wall board and combined wall board L-type attachment structure and combined wall board and inner wall of building (11) T-shaped attachment structure；Turn Between two combined wall boards adjacent at angle and/or between combined wall board and inner wall of building (11), cast-in-place sleeper (13) is set, The horizontal anchor rib of described combined wall board is anchored in described cast-in-place sleeper (13) with the anchor rib of described inner wall of building (11)； Described cast-in-place sleeper (13) lateral mid-point fills insulation material (14).
Assembled integral combined wall board attachment structure the most according to claim 5, it is characterised in that: combined wall board is with prefabricated In plate (12) attachment structure, at exterior wall, reserve the thick space of 2cm.
Assembled integral combined wall board attachment structure the most according to claim 5, it is characterised in that: combined wall board is with compound Wallboard L-type attachment structure is also applied for combined wall board and combined wall board transverse connection structure.
Assembled integral combined wall board attachment structure the most according to claim 5, it is characterised in that: combined wall board and building In thing interior wall (11) T-shaped attachment structure, described cast-in-place sleeper (13) is provided with concrete pad (16).
CN201610274462.1A 2016-04-28 2016-04-28 A kind of combined wall board and its cast in place and precast construction Active CN105781010B (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088147A (en) * 2016-08-01 2016-11-09 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN106245674A (en) * 2016-08-01 2016-12-21 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN107165267A (en) * 2017-07-10 2017-09-15 岳阳远大住宅工业有限公司 The double steel bar connecting structure system of precast shear wall
CN107882184A (en) * 2017-11-24 2018-04-06 郴州远大住宅工业有限公司 Assembling type outer wall system and its construction method
CN108756027A (en) * 2018-06-28 2018-11-06 美好建筑装配科技有限公司 A kind of sandwich heat preservation overlapped shear wall and its construction technology
WO2019085176A1 (en) * 2017-11-06 2019-05-09 史世英 Load-bearing and aerated block-based prefabricated wall panel and floor panel
CN112299784A (en) * 2020-10-30 2021-02-02 北京市市政工程研究院 Ultrahigh-performance concrete, integrated surface layer prefabricated outer wall and preparation method thereof
CN112983112A (en) * 2021-03-08 2021-06-18 上海建工二建集团有限公司 Prefabricated enclosure outer wall bottom connecting system and construction method thereof

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JPH09296551A (en) * 1996-04-30 1997-11-18 Tohoku Shizai Kogyo Kk Reinforcement built-up structure of concrete wall, and building method of concrete wall using it
CN1236044A (en) * 1998-05-14 1999-11-24 李岭群 Consealed rib composite energy saving wall plate
CN2532147Y (en) * 2002-02-01 2003-01-22 陈德林 Composite wall board
CN1366116A (en) * 2002-03-06 2002-08-28 赵仲星 Technology for building house with slab-type structure
CN101608488A (en) * 2009-06-11 2009-12-23 浙江大学 Structure self-heat-insulation concrete wall plate and preparation method thereof
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CN203049847U (en) * 2013-02-01 2013-07-10 山东省建设科技中心 Steel wire gauze frame heat preservation external pattern plate cast-in-place reinforced concrete composite wall structure
CN103243837A (en) * 2013-05-23 2013-08-14 石家庄晶达建筑体系有限公司 Construction and construction method exclusively used in composite shear wall structure filler wall
CN103452231A (en) * 2013-09-22 2013-12-18 建研科技股份有限公司 Ultrathin heat insulation board prefabricated composite wallboard and prefabricating method thereof
CN205530984U (en) * 2016-04-28 2016-08-31 河北合创建筑节能科技有限责任公司 Composite wall panel and assembly monolithic structure thereof

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CN106088147A (en) * 2016-08-01 2016-11-09 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN106245674A (en) * 2016-08-01 2016-12-21 中建五局第三建设有限公司 Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof
CN107165267A (en) * 2017-07-10 2017-09-15 岳阳远大住宅工业有限公司 The double steel bar connecting structure system of precast shear wall
WO2019085176A1 (en) * 2017-11-06 2019-05-09 史世英 Load-bearing and aerated block-based prefabricated wall panel and floor panel
CN107882184A (en) * 2017-11-24 2018-04-06 郴州远大住宅工业有限公司 Assembling type outer wall system and its construction method
CN107882184B (en) * 2017-11-24 2024-04-16 郴州远大住宅工业有限公司 Assembled type exterior wall system construction method thereof
CN108756027A (en) * 2018-06-28 2018-11-06 美好建筑装配科技有限公司 A kind of sandwich heat preservation overlapped shear wall and its construction technology
CN112299784A (en) * 2020-10-30 2021-02-02 北京市市政工程研究院 Ultrahigh-performance concrete, integrated surface layer prefabricated outer wall and preparation method thereof
CN112299784B (en) * 2020-10-30 2022-03-11 北京市市政工程研究院 Ultrahigh-performance concrete, integrated surface layer prefabricated outer wall and preparation method thereof
CN112983112A (en) * 2021-03-08 2021-06-18 上海建工二建集团有限公司 Prefabricated enclosure outer wall bottom connecting system and construction method thereof

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