CN105888127A - Prefabricated assembly type self-insulation wallboard component - Google Patents
Prefabricated assembly type self-insulation wallboard component Download PDFInfo
- Publication number
- CN105888127A CN105888127A CN201610298967.1A CN201610298967A CN105888127A CN 105888127 A CN105888127 A CN 105888127A CN 201610298967 A CN201610298967 A CN 201610298967A CN 105888127 A CN105888127 A CN 105888127A
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- Prior art keywords
- insulation
- insulating wall
- plate member
- wall plate
- assembled self
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- 238000009413 insulation Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 229920006389 polyphenyl polymer Polymers 0.000 claims abstract description 12
- 239000004567 concrete Substances 0.000 claims description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 11
- 230000008569 process Effects 0.000 abstract description 10
- 239000011150 reinforced concrete Substances 0.000 abstract description 7
- 239000000945 filler Substances 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000004519 manufacturing process Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000011065 in-situ storage Methods 0.000 description 6
- 241000124033 Salix Species 0.000 description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 239000006260 foam Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 206010054949 Metaplasia Diseases 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000001815 facial effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 229940074869 marquis Drugs 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- VBUNOIXRZNJNAD-UHFFFAOYSA-N ponazuril Chemical compound CC1=CC(N2C(N(C)C(=O)NC2=O)=O)=CC=C1OC1=CC=C(S(=O)(=O)C(F)(F)F)C=C1 VBUNOIXRZNJNAD-UHFFFAOYSA-N 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 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
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides a prefabricated assembly type self-insulation wallboard component. The prefabricated assembly type self-insulation wallboard component comprises ribs, a structure layer board, an insulation layer board, an insulation filler and a bottom die system with a ring-shaped track, wherein the ribs comprise assembly type self-insulation wallboard side ribs and assembly type self-insulation wallboard middle ribs; the structure layer board is built by reinforced concrete; the insulation layer board is compounded by steel mesh sheets; the insulation filler is built by polyphenyl blocks; the prefabricated assembly type self-insulation wallboard component adopts the bottom die system with the ring-shaped track; the ring-shaped track maintains a balanced fall head. The assembly type wallboard component produced by the process is high in integrality, reasonable in structure, high in quality standard, controllable in process and high in self-insulation performance.
Description
Technical field
The present invention relates to a kind of housing industrialization systems technology, be specifically related to a kind of prefabricated Assembled self-insulating wall plate member skill
Art.
Background technology
The eighties in 20th century, China's concrete prefabricated element produced the great development stage that is in, national during dwelling construction,
Have employed block structure, assembled wallboard structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab structure,
Cast-in-place shear wall structure etc., along with Process of Housing Industrialization, a few days ago, steel-concrete combined structure and prefabricated concrete structural system
Get back and develop rapidly;Design Inst. of Architecture, Qinghua Univ. marquis builds the precast concrete hollow mold shear wall structure that group heads the list of signers to research and develop,
Traditional construction material prefabricated components are combined with cast-in-situ steel reinforced concrete technology, and delivered entitled " precast concrete hollow mold with live
Residence industrialization " paper, advance China Process of Housing Industrialization.
The ZL98231113.3 structural member for concrete thin-wall cylinder declared such as applicant, is fabricated to the tubular obturator sealed, for
Realize cast-in-situ hollow building roof and provide tubular, hollow obturator, solve the non-process difficulties taking out heart pore-forming of cast-in-place cavity building roof;But deposit
In the problem that single load bearing and evacuation rate are low;In order to solve this defect, the ZL200410082381.9 declared such as applicant is " a kind of empty
Abdomen floor slab with small dense ribs ", hollow filling body is embedded in floor slab with small dense ribs formation " T font " stress cross-section hollow layer, solves " T
Font " problem that stress cross section little ribbed cavity superstructure top board is smooth.But it is long to produce the hollow filling body setting and hardening time, mould
Tool utilization rate is low, hollow filling body density big matter weight, production and transport inconvenience and the defect such as obturator globality difference cracky.
In order to advance China's housing industrialization development, ZL200820126232.1 " a kind of cast-in-place shaped steel coagulation of applicant's application
Soil cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating utilizing solar energy " and
ZL201110332999.6 " a kind of hollow floor system using foam composition obturator to make " is assembled formed steel construction and cast-in-place steel
Reinforced concrete cavity building roof organically combines, solve assembled formed steel construction fire prevention, get rusty, quality, shearing resistance, safeguard throughout the year,
The problem of the aspects such as cost and inexhaustible solar energy is converted into hot blast can warm oneself and utilize foam plastics, both solved
The technical barrier of core-drawing pore-creating by no means, plays again the effect of sound-insulating and heat-insulating insulation;Applicant also applies for ZL200810192973.4 "
Plant the expanding material for cast-in-place cavity building roof component " foam cement;These patent applications, although being China's Process of Housing Industrialization
Tamped basis, but entirely cast-in-site, poor controllability, implement technical by force, be not easily formed industrialized production.
For realizing industrialized production, applicant applies for ZL201320467350.X " a kind of cast-in-situ hollow building roof pore-forming combination again
The netted box component of formula " and ZL201420814197.8 " Self-insulation wall plate that a kind of mechanism steel mesh is compound with light-weight inorganic thing ",
Existing hollow building cover technology of watering is carried out General Promotion, it is achieved that transition and upgrade, updates and significantly reduce the deadweight of wallboard,
Adding self-heat preservation heat insulation performance, exempt the worry doing wall thermal insulating again, though solving the problem of industrialized production, or existing existing
The defect of field construction poor controllability.
At present country carries out steel construction strategy and assembled architecture, lays foundation for housing industrialization, no matter from the intension of building and
How extension extends and updates, all relevant with architectural structure system;Use multi-functional, good economy performance, high in technological content, energy-saving ring
Protect and the market demand is big, safety coefficient is high, meet again the architectural structure system of national industrial policies and industrial development direction.Therefore,
On the basis of existing background technology, prior art is carried out perfect, in integrated application to housing industrialization, formed novel prefabricated
Fabricated shear wall structural system;Technology Difficulties problem is processed in factory industryization, shapes, lattice of establishing rules, surely assemble position, quantitatively
Producing prefabricated member, structure entirety is forced through the mode of cast-in-place concrete and solves, prefabricated assembled for industrialized production structure
Part combines with cast-in-site armored concrete, solves existing system and there is overall cast-in-site, poor controllability, enforcement skill
Art is strong, site operation causes environmental pollution, matter weight, energy-saving heat preserving afunction, is not easily formed the problems such as industrialized production;
Research and develop a kind of prefabricated Assembled self-insulating wall plate member, be to realize the brand-new of prefabricated assembled shear wall structure system new technique to dash forward
Broken, have become as the urgent need of housing industrialization technical field innovation.
Summary of the invention
It is an object of the invention to advance Process of Housing Industrialization, utilize a kind of prefabricated Assembled self-insulating wall plate member, complete
Kind existing shear wall structure system;Make full use of the advantage of factory industry, Prefabrication assembled wallboard component, solve existing knot
There is overall cast-in-site poor controllability, implement technical strong, site operation and cause environmental pollution, matter weight, energy-conservation guarantor in structure system
Temperature function is lost, need to be added the problems such as heat-insulation layer again;Structure entirety is forced through the mode of cast-in-place concrete and solves, industry
Metaplasia product prefabricated wall Component Embedding, in post cast-in-site reinforced column, is combined, and reaches to optimize now
There is shear wall structure system technology, existing fabricated shear wall structural system is carried out transition and upgrade, update.
Technical scheme is as follows, a kind of prefabricated Assembled self-insulating wall plate member, comprises rib, structural laminate plate, guarantor
Temperature laminate, insulation obturator, band are around the bed die system composition of track;Described rib include Assembled self-insulating wall plate member limit rib and
Assembled self-insulating wall plate member intermediate rib;Described structural laminate plate is built up by armored concrete;Described insulation laminate is by steel mesh sheet coagulation
Soil is compound;Described insulation obturator is polyphenyl block;Described prefabricated assembled wall plate member takes band around the bed die system of track, institute
State and keep in balance drop around track.
It is more highly preferred to, the limit rib of described Assembled self-insulating wall plate member at least has reinforcing steel bars exposed.
Being more highly preferred to, in described Assembled self-insulating wall plate member horizontal sides, at least a limit is Liu Kou.
It is more highly preferred to, the insulation laminate of described Assembled self-insulating wall plate member or structure sheaf are provided with solar energy equipment.
A kind of prefabricated Assembled self-insulating wall plate member of the present invention, is carried out on the basis of by architectural design drawing,
First decomposing architectural design drawing, for function and the physical dimension of wallboard, assembling form quantifies, before meeting principal mode specification
Putting, resolve into the drawing of the specifications and models of N number of assembled wallboard component, factory is produced by the paper organization being decomposed;Produce dress
Join formula wall plate member process as follows: one. preparation, get the raw materials ready, mainly include reinforcing bar, cement, sandstone, mould, polyphenyl block, machine
Tool equipment etc.;Two. make auxiliary, 1. by the drawing making colligation rib reinforcement being decomposed;2. exposed steel bar outlet mold is set;3. side
Hanging ring mould;4. in the drawing decomposed, determine the connecting portion that assembled wallboard component is adjacent, the pre-buried little polyphenyl of limit rib connecting portion
Block, takes down pre-buried little polyphenyl block and is easy to reinforcing bar and exposes during installation, weld adjacent reinforcing bar, keeps flatness and solidness that wallboard connects;
Assembled wallboard member openings basis mould;Assembled wallboard component Liu Kou or inclined-plane add module in vertical formwork and are formed;Three. dress
Join the making of formula wall plate member, forward assembled wallboard component band to die-filling workshop around the bed die system of track, equipped perpendicular on bed die
To template, the opening basis forming required specifications and models is framed, lay in opening basis is framed rib reinforcement, polyphenyl block or cold bridge every
From mould;Band is forwarded to pouring hall again around the bed die system of track. computer delivers to stirring after automatically joining in cement, sand, stone ratio
Station adds water and stirs into concrete, and its slump controls within 200mm;Vibration on Start-up platform, after cast concrete, to assembled wallboard
Component surface is shaken and flat is rested after touching optical processing;Band is forwarded to steam curing system again around the bed die system of track;Again by band around rail
The bed die system in road forwards finished product station, the assembled wallboard component needed for form removal acquisition to;It is formulated to warehouse for finished product respectively support eventually or stock;
Band forwards initial position to around the bed die system of track, enters next flow state;The assembled wallboard component that above-mentioned flow process produces,
Globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving is good, and reinforced concrete wall panel becomes steel mesh concrete belt
After Self-insulation wall plate, weight falls sharply.The installation of assembled wallboard component, is to carry out on building wall board framework horizontal plane or Vierendeel girder,
It is divided into two states, one, building frame post and beam own through building up, assembled wallboard component is directly hung, by hanging ring, the spelling that puts in place
Dress, connects with different connectors, seldom illustrates;Its two, cast-in-site connect install its assembled wallboard component, field fabrication
Prick post reinforcing bar, the post steel bar vertical parcel will pricked with engineering mould, set reserved opening in the post engineering mould both sides installing wallboard face,
The thickness of reserved opening width >=assembled wallboard component;Assembled wallboard component side is placed in the surface with post binding site or
Person by assembled wallboard lifting component in the reserved opening that the engineering mould both sides pricking post reinforcing bar set, then by another for post engineering mould
Both sides are fixed, and the girt strip reinforcing bar that assembled wallboard component two ends are exposed extend in post reinforcing bar, adjust adjacent members interface flatness,
Take down pre-buried little polyphenyl block, girt strip reinforcing bar that welding is exposed, post reinforcing bar partial assembled wallboard component will be extend into and expose
Girt strip steel is now cast in cast-in-situ reinforced concrete column;Again assembled wallboard component side is placed in and the table of beam binding site
Repeat the above steps behind face or cast in situ reinforced concrete beam and floor, carries out maintenance, form removal to cast concrete, forms a kind of prefabricated dress
Join formula Self-insulation wall plate component;Body of wall exempts isothermal holding again;As long as after exterior wall is to process of simply plastering at component interface
The facial ornament materials such as the most sprayable imitative stone coating;The band bed die system around track is set, allows for intersection dislocation operation, improve effect
Rate, connects each workshop annular, and band speeds, around track one week, an assembled wallboard to be described around the bed die system of track
Component has produced;Keeping in balance drop around track, be to reduce the resistance that track runs, slope, assembled wallboard are climbed up in zero load
Component is poured into load row descending from concrete;In order to become active house and comprehensive utilization, at exterior surface of wall, solar energy is installed
Device, but to carry out by solar energy equipment erection code, avoid solar energy equipment mutually block or cause light pollution.
Accompanying drawing explanation
Fig. 1 is a kind of prefabricated Assembled self-insulating wall plate member plane graph of the present invention.
Fig. 2 is that the prefabricated assembled wall plate member of the present invention has reinforcing steel bars exposed embodiment.
Fig. 3 is that the present invention prefabricated assembled wall plate member horizontal sides has willow mouth embodiment.
Detailed description of the invention
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is a kind of prefabricated Assembled self-insulating wall plate member elevation of the present invention, when the present invention implements, is will to flow in factory
Prefabricated assembled wall plate member 2 handling that waterline produces pours into a mould scene to frame column 3, by the part of prefabricated assembled wall plate member 2
Component 2 and the rib reinforcement 58 exposed are embedded in post mold, carry out cast-in-site.When post and beam are formed steel construction, rib will be exposed
Reinforcing bar is directly welded on steel column and section steel beam;Prefabricated assembled wall plate member 2 both may be designed to optimum state transverse plate, also sets
Count into vertical plate;The joint portion that two module components 2 are adjacent is arranged to willow mouth 592 or inclined-plane 591, prevents exterior wall rainwater from being fallen by interface
Penetrate into indoor;The pre-buried little polyphenyl block 7 allowing rib reinforcement easily expose in joint portion that two module components 2 are adjacent, when two module components 2 connect,
Little polyphenyl block 7 is broken up, is easy to expose rib reinforcement 52 and welds, for the ease of hanging, be provided with in the rib of limit and limit rib phase
The hanging ring 521 connected, hanging ring 521 is also covered with little polyphenyl block 7 when making cast, is taken out little polyphenyl block 7 and cover during hanging
Body, i.e. shows hanging ring 521.
Fig. 2 is that the present invention prefabricated assembled wall plate member rib reinforcement exposes embodiment, as rib reinforcement 51 is pricked in figure field fabrication, under
During material, the long 50mm of rib reinforcement 51 is allowed to expose;During engineering site cast, the post steel bar vertical parcel will pricked with aluminium alloy fixed shape mould,
Aluminium alloy fixed shape mould does not first close, after formula wall plate member port to be assembled is embedded into and pricks post reinforcing bar 3, then by aluminium alloy fixed shape
Assembled wallboard component that die clamp also locks, and will extend into post reinforcing bar partial assembled wallboard component and the girt strip steel exposed is existing
It is cast in cast-in-situ reinforced concrete column.
Fig. 3 is the ribbed belt willow mouth embodiment of the prefabricated assembled wall plate member of the present invention, and the present embodiment is that two module components 2 are adjacent
Joint portion is arranged to willow mouth 592 or inclined-plane 591, prevents exterior wall rainwater from penetrating into indoor by interface;Its face, outer of willow mouth 592
Should lid curved surface, the broadside on inclined-plane 591 is in the outside of exterior wall.
Finally should be noted that: above example is only in order to illustrate that technical scheme is not intended to limit, although ginseng
According to above-described embodiment, the present invention is described in detail, it should be understood by a person of ordinary skill in the art that still can be right
The detailed description of the invention of the present invention is modified or equivalent, and without departing from spirit and scope of the invention any amendment or
Equivalent, it all should be contained in the middle of scope of the presently claimed invention.
Claims (4)
1. a prefabricated Assembled self-insulating wall plate member, comprises rib, structural laminate plate, insulation laminate, insulation obturator, band cincture
The bed die system composition of track;Described rib includes in the middle of Assembled self-insulating wall plate member limit rib and Assembled self-insulating wall plate member
Rib;Described structural laminate plate is built up by armored concrete;Described insulation laminate is combined by steel mesh sheet concrete;Described insulation obturator is
Polyphenyl block;Described prefabricated assembled wall plate member takes band around the bed die system of track, described keeps in balance drop around track.
A kind of prefabricated Assembled self-insulating wall plate member the most as claimed in claim 1, it is characterised in that described Assembled self-insulating wall
At least while there being reinforcing steel bars exposed in the limit rib of board member.
A kind of prefabricated Assembled self-insulating wall plate member the most as claimed in claim 1, it is characterised in that described Assembled self-insulating wall
In board member horizontal sides, at least a limit is Liu Kou.
A kind of prefabricated Assembled self-insulating wall plate member the most as claimed in claim 1, it is characterised in that described Assembled self-insulating wall
On the insulation laminate of board member or structure sheaf, solar energy equipment is installed.
Priority Applications (1)
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CN201610298967.1A CN105888127A (en) | 2016-05-06 | 2016-05-06 | Prefabricated assembly type self-insulation wallboard component |
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CN201610298967.1A CN105888127A (en) | 2016-05-06 | 2016-05-06 | Prefabricated assembly type self-insulation wallboard component |
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CN201610298967.1A Pending CN105888127A (en) | 2016-05-06 | 2016-05-06 | Prefabricated assembly type self-insulation wallboard component |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106381953A (en) * | 2016-10-21 | 2017-02-08 | 王本淼 | Assembled type bidirectional loaded floor |
CN108301615A (en) * | 2018-03-27 | 2018-07-20 | 沈阳建筑大学 | Modularization is without heat bridge Self-insulation wall plate |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
WO2003093599A1 (en) * | 2002-05-03 | 2003-11-13 | Fernando Lopez Ochoa | Modified structural thermal panel wall and modified structural thermal panel slab |
CN201488094U (en) * | 2009-06-04 | 2010-05-26 | 王本淼 | Cast-in-place open web superstructure building heating system utilizing solar energy |
CN104563528A (en) * | 2014-12-22 | 2015-04-29 | 上海建工集团股份有限公司 | Rapid in-place device and rapid in-place method for prefabricated wallboard of prefabricated building |
CN104975677A (en) * | 2015-07-09 | 2015-10-14 | 新疆农业大学 | Assembled sandwich thermal-insulation ribbed composite external wall plate and production method thereof |
US20160010332A1 (en) * | 2013-10-31 | 2016-01-14 | Thomas A. Gentry | High performance architectural precast concrete wall system |
CN105421637A (en) * | 2015-12-23 | 2016-03-23 | 王海崴 | Cavity floor with hollow ribbed steel mesh |
CN105421663A (en) * | 2015-12-23 | 2016-03-23 | 王本淼 | Ribbed steel engraved mesh for cast-in-place cavity floor |
CN105544849A (en) * | 2015-12-09 | 2016-05-04 | 西安建筑科技大学 | Assembly type composite wallboard based on XPS sandwich insulation treatment and preparation method thereof |
CN205822566U (en) * | 2016-05-06 | 2016-12-21 | 湖南标迪夫节能科技有限公司 | A kind of prefabricated Assembled self-insulating wall plate member |
-
2016
- 2016-05-06 CN CN201610298967.1A patent/CN105888127A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
WO2003093599A1 (en) * | 2002-05-03 | 2003-11-13 | Fernando Lopez Ochoa | Modified structural thermal panel wall and modified structural thermal panel slab |
CN201488094U (en) * | 2009-06-04 | 2010-05-26 | 王本淼 | Cast-in-place open web superstructure building heating system utilizing solar energy |
US20160010332A1 (en) * | 2013-10-31 | 2016-01-14 | Thomas A. Gentry | High performance architectural precast concrete wall system |
CN104563528A (en) * | 2014-12-22 | 2015-04-29 | 上海建工集团股份有限公司 | Rapid in-place device and rapid in-place method for prefabricated wallboard of prefabricated building |
CN104975677A (en) * | 2015-07-09 | 2015-10-14 | 新疆农业大学 | Assembled sandwich thermal-insulation ribbed composite external wall plate and production method thereof |
CN105544849A (en) * | 2015-12-09 | 2016-05-04 | 西安建筑科技大学 | Assembly type composite wallboard based on XPS sandwich insulation treatment and preparation method thereof |
CN105421637A (en) * | 2015-12-23 | 2016-03-23 | 王海崴 | Cavity floor with hollow ribbed steel mesh |
CN105421663A (en) * | 2015-12-23 | 2016-03-23 | 王本淼 | Ribbed steel engraved mesh for cast-in-place cavity floor |
CN205822566U (en) * | 2016-05-06 | 2016-12-21 | 湖南标迪夫节能科技有限公司 | A kind of prefabricated Assembled self-insulating wall plate member |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106381953A (en) * | 2016-10-21 | 2017-02-08 | 王本淼 | Assembled type bidirectional loaded floor |
CN108301615A (en) * | 2018-03-27 | 2018-07-20 | 沈阳建筑大学 | Modularization is without heat bridge Self-insulation wall plate |
CN108301615B (en) * | 2018-03-27 | 2023-12-08 | 张延年 | Modularized self-heat-insulating wallboard without thermal bridge |
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