CN105781010B - A kind of combined wall board and its cast in place and precast construction - Google Patents
A kind of combined wall board and its cast in place and precast construction Download PDFInfo
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- CN105781010B CN105781010B CN201610274462.1A CN201610274462A CN105781010B CN 105781010 B CN105781010 B CN 105781010B CN 201610274462 A CN201610274462 A CN 201610274462A CN 105781010 B CN105781010 B CN 105781010B
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- 238000010276 construction Methods 0.000 title abstract description 6
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 241001669679 Eleotris Species 0.000 claims description 17
- 239000012774 insulation material Substances 0.000 claims description 10
- 210000003205 muscle Anatomy 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 239000011701 zinc Substances 0.000 claims description 3
- 229910052725 zinc Inorganic materials 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 239000004035 construction material Substances 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000002093 peripheral effect Effects 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 239000010410 layer Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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 kind of combined wall boards, including interior wall, insulating layer and exterior wall；The interior wall and exterior wall are concrete structure, and built-in transverse reinforcing bar and longitudinal reinforcement；The bottom of the longitudinal reinforcement is provided with preformed hole, offers injected hole on the preformed hole；Reserved longitudinal direction anchor rib and lateral anchor rib；The insulating layer is clipped between the interior wall and exterior wall, and the interior wall and exterior wall are socketed by socketing reinforcing bar.The present invention passes through interior wall-insulating layer-exterior wall prefabrication production, and various connectors are reserved in periphery, so that assembled integral combined wall board connection structure system is can be realized architectural industrialization, realizes the assembly of heat preservation peripheral structure, construction site installation, it raises labour productivity, artificial investment is reduced, the labor intensity of worker is reduced, improves the working environment of worker, the usage amount for significantly reducing steel and construction material simultaneously achievees the effect that energy-saving and emission-reduction, low-carbon consumption reduction.
Description
Technical field
The present invention relates to building field more particularly to a kind of combined wall boards and its cast in place and precast construction.
Background technique
The wall external thermal insulation structure of present building field is all to utilize the secondary of normal concrete building block by cast-in-place shear wall
Structure carries out external thermal insulation, and the usage amount of this working method, the construction materials such as steel, brick and concrete is big, and worker's labour is strong
Degree is big, and working environment is poor, is easy to happen construction accident.
Now it is badly in need of that a kind of installation is simple, and labor intensity of workers is small, structural strength is big and saves the insulated wall of construction material.
Summary of the invention
The object of the present invention is to provide a kind of combined wall board and its cast in place and precast constructions, solve the wall of existing band heat preservation
All be build a wall then install additional thermal insulation material again it is secondary build a wall by way of, cause labor intensity of workers big, working environment is poor, wave
The problem of taking construction material.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A kind of combined wall board of the present invention, including interior wall, insulating layer and exterior wall；The interior wall and exterior wall are concrete knot
Structure, and built-in transverse reinforcing bar and longitudinal reinforcement；The bottom of the longitudinal reinforcement is provided with preformed hole, and opens on the preformed hole
Equipped with injected hole；It is pierced by the concrete structure at the top of the longitudinal reinforcement, forms longitudinal anchor rib；The transverse steel
Both ends are pierced by the concrete structure, form lateral anchor rib；The insulating layer is clipped between the interior wall and exterior wall, described
Interior wall and exterior wall are socketed by socketing reinforcing bar.
Further, the reinforcing bar that sockets is zinc coated high strength steel muscle.
Further, the reinforcing bar that sockets is disposed with multilayer up and down.
Further, the dot interlace that sockets for socketing reinforcing bar on the interior wall and exterior wall is opened, and makes to socket reinforcing bar
Shape is similar to folding line.
A kind of assembled integral combined wall board connection structure, including the composite wall as described in claim 1-4 any one
Plate further includes inner wall of building and prefabricated board；Its specific connection structure includes:
(a) combined wall board and combined wall board longitudinal connection structure；Multiple combined wall boards are vertically superimposed placement, adjacent
Using slurry anchor overlap joint, longitudinal anchor rib positioned at the combined wall board of lower part is protruded into positioned at top two combined wall boards being vertically arranged
Combined wall board preformed hole in, and pass through injected hole slip casting into the preformed hole；
(b) combined wall board and prefabricated board connecting structure；
Combined wall board and prefabricated board plate end connecting node；The plate end anchor rib of the prefabricated board and indulging for the combined wall board
It binds and connects to anchor rib, and ring beam reinforcing steel bar is set in node region, finally the casting concrete at node, when being poured concrete
The space that 1.5-3cm thickness is reserved at exterior wall, is arranged thermal insulation material at the space；
Combined wall board and prefabricated board plate side connecting node；The plate side reinforcing bar of the prefabricated board and the longitudinal direction of the combined wall board
Anchor rib binding connection, and ring beam reinforcing steel bar is set in node region, the last casting concrete at node, when being poured concrete outside
The space that 1.5-3cm thickness is reserved at wall, is arranged thermal insulation material at the space;
(c) combined wall board and combined wall board L-type connection structure and combined wall board and inner wall of building T-type connection structure；It turns
Cast-in-place sleeper is set between two adjacent combined wall boards and/or between combined wall board and inner wall of building at angle, it is described compound
The lateral anchor rib of wallboard and the anchor rib of the inner wall of building are anchored in the cast-in-place sleeper；The cast-in-place sleeper is lateral
Fill thermal insulation material in middle position.
Further, in combined wall board and prefabricated board connecting structure, the space of 2cm thickness is reserved at exterior wall.
Further, combined wall board and combined wall board L-type connection structure are also applied for combined wall board and combined wall board is horizontal
To connection structure.
Further, in combined wall board and inner wall of building T-type connection structure, coagulation is provided in the cast-in-place sleeper
Native cushion block.
Compared with prior art, advantageous effects of the invention are as follows:
The present invention reserves various connectors in periphery by interior wall-insulating layer-exterior wall prefabrication production, makes to fill
It can be realized architectural industrialization with monoblock type combined wall board connection structure system, realize the assembly of heat preservation peripheral structure, apply
Work in-site installation, raises labour productivity, and reduces artificial investment, reduces the labor intensity of worker, improve the working environment of worker,
The usage amount for significantly reducing steel and construction material simultaneously achievees the effect that energy-saving and emission-reduction, low-carbon consumption reduction.
Detailed description of the invention
The invention will be further described for explanation with reference to the accompanying drawing.
Fig. 1 is composite wallboard structure schematic diagram of the invention；
Fig. 2 is combined wall board side view of the invention；
Fig. 3 is combined wall board top view of the invention；
Fig. 4 is that combined wall board of the invention is connect with combined wall board longitudinal connection structure and combined wall board with prefabricated board plate end
Node schematic diagram；
Fig. 5 is that combined wall board of the invention is connect with combined wall board longitudinal connection structure and combined wall board with prefabricated board plate side
Node schematic diagram；
Fig. 6 is combined wall board and inner wall of building T-type attachment structure schematic diagram of the invention；
Fig. 7 is combined wall board and combined wall board L-type attachment structure schematic diagram of the invention；
Fig. 8 is building overall structure diagram of the invention；
Description of symbols: 1, interior wall；2, insulating layer；3, exterior wall；4, concrete structure；5, transverse steel；6, Zong Xianggang
Muscle；7, preformed hole；701, injected hole；8, longitudinal anchor rib；9, lateral anchor rib；10, reinforcing bar is socketed；11, inner wall of building；
12, prefabricated board；13, cast-in-place sleeper；14, thermal insulation material；15, concrete；16, concrete pad.
Specific embodiment
As shown in Figs 1-4, a kind of combined wall board, including interior wall 1, insulating layer 2 and exterior wall 3；The interior wall 1 and exterior wall 3 are equal
For concrete structure 4, and built-in transverse reinforcing bar 5 and longitudinal reinforcement 6, improve the structural strength of interior wall and exterior wall；The longitudinal direction steel
The bottom of muscle 6 is provided with preformed hole 7, and offers injected hole 701 on the preformed hole 7；It wears at the top of the longitudinal reinforcement 6
The concrete structure 4 out forms longitudinal anchor rib 8；The both ends of the transverse steel 5 are pierced by the concrete structure 4, shape
At lateral anchor rib 9；The insulating layer 2 is clipped between the interior wall 1 and exterior wall 3, and the interior wall 1 and exterior wall 3 are by socketing steel
Muscle 10 is socketed, and interior wall and exterior wall are kept fixed；The reinforcing bar 10 that sockets is zinc coated high strength steel muscle；It is described to socket reinforcing bar 10
It is disposed with multilayer up and down, each layer uniform intervals arrangement, specifically each interlayer is every 20cm.
The dot interlace that sockets that reinforcing bar 10 is socketed on the interior wall 1 and exterior wall 3 is opened, and the shape class for socketing reinforcing bar 10 is made
It is similar to folding line, is that the stress point of entire interior wall and/or exterior wall is more uniform.
A kind of assembled integral combined wall board connection structure further includes inner wall of building 11 including above-mentioned combined wall board
With prefabricated board 12；Its specific connection structure includes:
(a) combined wall board and combined wall board longitudinal connection structure；As shown in Figure 4,5, multiple combined wall boards are vertically folded
It places and sets, adjacent two combined wall boards being vertically arranged are using slurry anchor overlap joint, positioned at longitudinal anchoring of the combined wall board of lower part
Muscle 8 protrudes into the preformed hole 7 of superposed combined wall board, and by the injected hole 701 slip casting into the preformed hole 7,
Upper and lower two pieces of combined wall board faces, fix it.
(b) combined wall board and 12 connection structure of prefabricated board；
Combined wall board and 12 plate end connecting node of prefabricated board；As shown in figure 4, plate end anchor rib and the institute of the prefabricated board 12
Longitudinal anchor rib binding connection of combined wall board is stated, and ring beam reinforcing steel bar is set in node region, coagulation is finally poured at node
Soil 15 reserves the space of 2cm thickness at exterior wall when being poured concrete 15, thermal insulation material 14 is arranged at the space, plays heat-insulated
Effect.
Combined wall board and 12 plate side connecting node of prefabricated board；As shown in figure 5, the plate side reinforcing bar of the prefabricated board 12 with it is described
Longitudinal anchor rib of combined wall board binds connection, and ring beam reinforcing steel bar is arranged in node region, finally the casting concrete at node
15, the space of 2cm thickness is reserved when being poured concrete 15 at exterior wall, thermal insulation material 14 is set at the space, plays heat-insulated work
With.
(c) combined wall board and combined wall board L-type connection structure and combined wall board and inner wall of building 11T type connection structure；
As shown in Figure 6,7, it is arranged between two adjacent combined wall boards of corner and/or between combined wall board and inner wall of building 11 existing
Sleeper 13 is poured, concrete pad 16, enhancing structure intensity are provided in cast-in-place sleeper 13；The lateral anchor rib of the combined wall board
It is anchored in the cast-in-place sleeper 13 with the anchor rib of the inner wall of building 11, anchorage length has to comply with " concrete structure
Design specification " GB50010-2010 regulation, to guarantee bonding strength；13 lateral mid-point of the cast-in-place sleeper filling heat preservation
Material 14 guarantees its thermal insulation property.
Another embodiment, combined wall board and combined wall board L-type connection structure are also applied for combined wall board and combined wall board
Transverse connection structure, i.e., the two combined wall boards centre being laterally arranged are arranged cast-in-place sleeper, are provided with concrete in cast-in-place sleeper
Cushion block；The lateral anchor rib of two combined wall boards is anchored in the cast-in-place sleeper, and cast-in-place sleeper lateral mid-point filling is protected
Adiabator.
After the completion of monolithic architecture object as shown in Fig. 8 structure.
Embodiment described above is only that preferred embodiment of the invention is described, and is not carried out to the scope of the present invention
It limits, without departing from the spirit of the design of the present invention, those of ordinary skill in the art make technical solution of the present invention
Various changes and improvements, should all fall into claims of the present invention determine protection scope in.
Claims (7)
1. a kind of combined wall board, it is characterised in that: including interior wall (1), insulating layer (2) and exterior wall (3)；The interior wall (1) and outer
Wall (3) is concrete structure (4), and built-in transverse reinforcing bar (5) and longitudinal reinforcement (6)；The bottom of the longitudinal reinforcement (6) is set
It is equipped with preformed hole (7), and offers injected hole (701) on the preformed hole (7)；It is pierced by the top of the longitudinal reinforcement (6)
The concrete structure (4) forms longitudinal anchor rib (8)；The both ends of the transverse steel (5) are pierced by the concrete structure
(4), lateral anchor rib (9) is formed；The insulating layer (2) is clipped between the interior wall (1) and exterior wall (3), the interior wall (1) and
Exterior wall (3) is socketed by socketing reinforcing bar (10)；
It further include inner wall of building (11) and prefabricated board (12)；Its specific connection structure includes:
(a) combined wall board and combined wall board longitudinal connection structure: multiple combined wall boards are vertically superimposed placement, and adjacent two
Using slurry anchor overlap joint, longitudinal anchor rib (8) positioned at the combined wall board of lower part is protruded into positioned at top the combined wall board being vertically arranged
Combined wall board preformed hole (7) in, and pass through the injected hole (701) Xiang Suoshu preformed hole (7) interior slip casting；
(b) combined wall board and prefabricated board (12) connection structure: combined wall board and prefabricated board (12) plate end connecting node, it is described prefabricated
The plate end anchor rib of plate (12) and longitudinal anchor rib of the combined wall board bind and connect, and collar tie beam steel is arranged in node region
Muscle, finally casting concrete (15) at node, reserve the space of 1.5-3cm thickness, at this at exterior wall when being poured concrete (15)
Thermal insulation material (14) are set at space；
Combined wall board and prefabricated board (12) plate side connecting node, plate side reinforcing bar and the combined wall board of the prefabricated board (12)
Longitudinal anchor rib binding connection, and ring beam reinforcing steel bar is set in node region, finally casting concrete (15) at node, casting are mixed
The space for reserving 1.5-3cm thickness when solidifying soil (15) at exterior wall, is arranged thermal insulation material (14) at the space；
(c) it combined wall board and combined wall board L-type connection structure and combined wall board and inner wall of building (11) T-type connection structure: turns
Cast-in-place sleeper (13) are set between two adjacent combined wall boards and/or between combined wall board and inner wall of building (11) at angle,
The lateral anchor rib of the combined wall board and the anchor rib of the inner wall of building (11) are anchored in the cast-in-place sleeper (13)；
Cast-in-place sleeper (13) lateral mid-point fills thermal insulation material (14).
2. combined wall board according to claim 1, it is characterised in that: described socket reinforcing bar (10) are zinc coated high strength steel muscle.
3. combined wall board according to claim 1, it is characterised in that: the reinforcing bar (10) that sockets is disposed with multilayer up and down.
4. combined wall board according to claim 1, it is characterised in that: it is described socket reinforcing bar (10) in the interior wall (1) and
The dot interlace that sockets on exterior wall (3) is opened, and the shape folding line for socketing reinforcing bar (10) is made.
5. combined wall board according to claim 1, it is characterised in that: in combined wall board and prefabricated board (12) connection structure,
The space of 2cm thickness is reserved at exterior wall.
6. combined wall board according to claim 1, it is characterised in that: combined wall board and combined wall board L-type connection structure
Suitable for combined wall board and combined wall board transverse connection structure.
7. combined wall board according to claim 1, it is characterised in that: combined wall board is connect with inner wall of building (11) T-type
In structure, concrete pad (16) are provided in the cast-in-place sleeper (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610274462.1A CN105781010B (en) | 2016-04-28 | 2016-04-28 | A kind of combined wall board and its cast in place and precast construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610274462.1A CN105781010B (en) | 2016-04-28 | 2016-04-28 | A kind of combined wall board and its cast in place and precast construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105781010A CN105781010A (en) | 2016-07-20 |
| CN105781010B true CN105781010B (en) | 2019-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610274462.1A Active CN105781010B (en) | 2016-04-28 | 2016-04-28 | A kind of combined wall board and its cast in place and precast construction |
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| CN (1) | CN105781010B (en) |
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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 |
| CN107724592A (en) * | 2017-11-06 | 2018-02-23 | 苏州市世好建材新技术工程有限公司 | Load-bearing aerated blocks assembled wallboard body and floor body |
| 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 |
| CN108756027B (en) * | 2018-06-28 | 2023-06-27 | 美好建筑装配科技有限公司 | Sandwich heat-insulating superimposed shear wall and construction process 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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| 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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| 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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2016
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