CN106854906A - Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled - Google Patents
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled Download PDFInfo
- Publication number
- CN106854906A CN106854906A CN201710083088.1A CN201710083088A CN106854906A CN 106854906 A CN106854906 A CN 106854906A CN 201710083088 A CN201710083088 A CN 201710083088A CN 106854906 A CN106854906 A CN 106854906A
- Authority
- CN
- China
- Prior art keywords
- concrete
- template
- double
- face
- steel
- Prior art date
- 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.)
- Pending
Links
Classifications
-
- 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
- E04B2/8605—Walls made by casting, pouring, or tamping in situ made in permanent forms without spacers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled, it is characterised in that：It is made up of concrete heat-insulating template 1, concrete blinding 5, connector 6, reinforcing bar 7, reinforcing bar 8 and concrete 9；Heat insulation formwork 1 is made up of concrete steel web plate 2, concrete slab 3, warming plate 4；The big face of concrete steel web plate 2 one is provided with convex dovetail groove 27, and upper and lower bar face is provided with groove 25 and boss 24, and another big face is provided with band gap round steel pipe 26, and centre is provided with steel wire net rack 20；The big face of concrete slab 3 one is provided with convex dovetail groove 34, and upper and lower bar face is provided with groove 31 and boss 32, and two side slat faces are provided with semi-circular recesses 33；Warming plate is provided with semicircle boss 41 and groove 42 in bar face about 4, and two big faces are provided with dovetail groove 43；Concrete blinding is provided with groove 25 and boss 24 in bar face about 5, and a big face is provided with gap round steel pipe 26, built-in steel wire net rack 20；Round steel pipe 26 is welded with steel wire net rack 20.
Description
Technical field
The present invention relates to connect cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled, belong to building field.
Background technology
At present, the main form of construction work of China's skyscraper is two-step method construction, the first step, reinforced concrete shear wall structure
Main body construction, inside and outside reinforced concrete shear wall needs to support steel form or Bamboo Formwork, and steel form cost is high, quality weight, assembly and disassembly
Inconvenience, lifting, transport, maintenance cost are high；Bamboo Formwork can only typically be reused 4~5 times will be scrapped, and cost is also very high；
In addition connection through hole closing expense that the labour cost and template connecting piece of assembly and disassembly template are formed etc., these cause construction
Cost is greatly increased；Second step, after the completion of reinforced concrete shear wall exterior wall, in addition it is also necessary to carry out external wall outer insulation construction, its
Mainly " exterior insulation system for polyphenyl plate thin plastering exterior wall ", this kind of heat-insulation system is quite a lot of in the problem that China is exposed.It is main
Show：Outer wall cracking, external thermal insulation come off, heat-insulation layer poor durability, fire protecting performance are poor, do not asked with life-span etc. with building
Topic.These two aspects causes structural quality difference and building cost is high.In order to the two-step method for overcoming existing skyscraper traditional is applied
Work technological deficiency, is improved to build present inventors have proposed by above-mentioned building shear wall main body with the construction of external wall outer insulation two-step method
Build shear wall main body to envision with the sandwich thermal insulated one-step method construction of exterior wall, therefore, it is existing to have invented connection in a kind of double-template assembled
Reinforced concrete combination wall is poured, the wall is by adjusting connector 6, structure in concrete heat-insulating template 1, concrete blinding 5, twin columns
Post reinforcing bar 7, shear force wall reinforcing steel bar 8 and cast-in-place concrete 9 is made to constitute.The special concrete heat-insulating template 1 with efficient insulation layer with
Concrete blinding 5 replaces traditional steel form or Bamboo Formwork and external thermal insulation system, in concrete heat-insulating template 1 and concrete
In the middle of template 5, connected using adjusting connector 6 in matched twin columns, this assembled combined dual-mode plate need not be again
Dismounting, directly as a part for assembled wall, eliminates the plastering process and expense of external and internal wall.
Theory analysis and engineering test prove that a kind of double-template assembled is interior to connect cast-in-situ steel reinforced concrete assembled wall,
Be incubated it is integrated with template, exempt from dismantle, it is non-maintaining, exempt from it is secondary do external thermal insulation, exempt from the characteristics of plastering, accelerate construct into
Degree, greatly reduces construction cost, improves efficiency of construction, it is ensured that construction quality, accomplishes insulation and structure-integrated, thermal insulating material
Material and building same life-span, main body and exterior-wall heat insulation synchronous construction are poured, reach the index of building energy conservation 75%, meet new edition
《Code for fire protection design of buildings》The regulation of GB 50016-2014, with extremely wide market prospects.
The present invention attempt by Current Building ' main body and external thermal insulation two-step method construction heat-preserving wall, be improved to building body with
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled of the sandwich thermal insulated one-step method construction of exterior wall, reaches shortening
Construction period, reduces construction cost, improves the purpose of construction quality.
The content of the invention
It is an object of the invention to：The skill for overcoming the traditional two-step method construction heat-insulating wall of above-mentioned existing skyscraper to exist
Art defect, to realize that wall of High-building main body is constructed with sandwich thermal insulated one-step method, there is provided connect in a kind of double-template assembled
Connect cast-in-situ steel reinforced concrete assembled wall.
The technical proposal of the invention is realized in this way：Connection cast-in-situ steel reinforced concrete combination in a kind of double-template assembled
Wall, it is characterised in that：The assembled wall is by adjusting connector 6, structure in concrete heat-insulating template 1, concrete blinding 5, twin columns
Post reinforcing bar 7, shear force wall reinforcing steel bar 8 and cast-in-place concrete 9 is made to constitute；Concrete heat-insulating template 1 is by concrete steel web plate 2, concrete
Panel 3, warming plate 4 are constituted；One of concrete steel web plate 2 is uniformly provided with several convex dovetail grooves 27 on big face, is set on upper bar face
There is trapezoidal groove 25, lower bar face is provided with trapezoid boss 24, several band gap round steel pipes 26 be uniformly provided with another big face,
Centre is provided with the double-deck oblique pull steel wire net rack 20 being made up of vertical steel wire 21, horizontal wire 22 and oblique pull steel wire 23；Concrete surface
Several convex dovetail grooves 34 vertically are uniformly provided with the big face of of plate 3, upper bar face is provided with trapezoidal groove 31, and lower bar face is provided with ladder
Shape boss 3, two side slat faces are provided with semi-circular recesses 33；Bar face is provided with semicircle boss 41 on warming plate 4, and lower bar face is provided with
Semi-circular recesses 42, several vertical dovetail grooves 43 are uniformly provided with two big faces；Bar face is provided with trapezoidal groove on concrete blinding 5
25, lower bar face is provided with trapezoid boss 24, and several round steel pipes 26 with gap, built-in Double-layer oblique are uniformly provided with a big face
Draw steel wire net rack 20；Band gap round steel pipe 26 is welded to connect with double-deck oblique pull steel wire net rack 20；Concrete heat-insulating template 1 with it is mixed
Solidifying clay model plate 5 is by regulation company in twin columns that are matched, being made up of circular steel column 61, connection wire rod 62 and regulation screw 63
Fitting 6 connects into an assembled double-template structure for stabilization；The selection of double-template is different, and combined wall is also different：When
The concrete wall that 1 concrete heat-insulating template 1 of selection is combined with 1 concrete blinding 5 as double-template, generally building
External wall protection body；When the concrete wall for selecting 2 concrete blindings 5 to be combined as double-template, generally internal partition wall；When building
Build the insulation of thing, insulation requirement it is very high when, the concrete guarantor high that 2 concrete heat-insulating templates 1 of selection are combined as double-template
Warm thermal insulation wall.
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of described double-template assembled, it is characterised in that：Described
Double-deck oblique pull steel wire net rack 20 and the band gap round steel pipe 26 being weldingly connected with it will make galvanized anticorrosive treatment.
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of described double-template assembled, it is characterised in that：Described
Warming plate 4 is hard polyaminoester, or glass bead and Rigid foam polyurethane.
Brief description of the drawings：
Fig. 1 is the schematic perspective view of concrete heat-insulating template 1 of the present invention；
Fig. 2 is the schematic top plan view of concrete heat-insulating template 1 of the present invention；
Fig. 3 is the left view schematic diagram of concrete heat-insulating template 1 of the present invention；
Fig. 4 is the schematic top plan view of concrete slab of the present invention 3；
Fig. 5 is the left view schematic diagram of concrete slab of the present invention 3；
Fig. 6 is the schematic top plan view of concrete steel web plate 2 of the present invention；
Fig. 7 is the left view schematic diagram of concrete steel web plate 2 of the present invention；
Fig. 8 is that bilayer oblique pull steel wire net rack 20 of the invention shows with the vertical view of the welding connection structure of round steel pipe 26 with gap
It is intended to；
Fig. 9 is the schematic perspective view of concrete blinding of the present invention 5；
Figure 10 is the schematic top plan view of concrete blinding of the present invention 5；
Figure 11 is the left view schematic diagram of concrete blinding of the present invention 5；
Figure 12 is the schematic perspective view of adjusting connector 6 in twin columns of the present invention；
Figure 13 is that concrete heat-insulating template 1 of the present invention, concrete blinding 5 and regulation in twin columns draw the structure of connector 6 to stand
Body schematic diagram；
Figure 14 is concrete heat-insulating template 1 of the invention, concrete blinding 5 and adjusting connector 6, constructional column steel in twin columns
The schematic top plan view that muscle 7, the assembled wall job site of shear force wall reinforcing steel bar 8 are installed and used；
Figure 15 be adjusting connector 6 in the matching twin columns of concrete heat-insulating template 1 of the invention, concrete blinding 5,
The schematic top plan view that constructional column reinforcing bar 7, shear force wall reinforcing steel bar 8, the assembled wall one-step method job site of cast-in-place concrete 9 are installed；
Figure 16 is 2 concrete blindings 5 of the invention, socket part 6, in the double-template assembled of the composition of shear force wall reinforcing steel bar 8
Connection assembled wall construction schematic top plan view；
Figure 17 is 2 concrete blindings 5 of the present invention, connector 6, shear force wall reinforcing steel bar 8, the bimodulus of the composition of cast-in-place concrete 9
Connection assembled wall schematic top plan view in plate assembled；
Figure 18 is 2 concrete heat-insulating templates 1 of the present invention, connector 6, constructional column reinforcing bar 7, the composition of shear force wall reinforcing steel bar 8
Connection assembled wall construction schematic top plan view in double-template assembled；
Figure 19 is 2 concrete heat-insulating templates 1 of the present invention, connector 6, constructional column reinforcing bar 7, shear force wall reinforcing steel bar 8, cast-in-place mixed
The assembled wall schematic top plan view of connection high heat preservation performance in the double-template assembled of the solidifying composition of soil 9.
In figure：1 is concrete heat-insulating template
2 is concrete steel web plate
20 is double-deck oblique pull steel wire net rack
21 is vertical steel wire
22 is horizontal wire
23 is oblique pull steel wire
24 is trapezoid boss
25 is trapezoidal groove
26 is band gap round steel pipe
27 is convex dovetail groove
3 concrete slabs
31 is trapezoidal groove
32 is trapezoid boss
33 is semi-circular recesses
34 is vertical convex dovetail groove
4 is warming plate
41 is semicircle boss
42 is semi-circular recesses
43 is vertical dovetail groove
5 is concrete blinding
6 is adjusting connector in the twin columns matched with the present invention
61 is circular steel column
62 is connection wire rod
63 is regulation screw
7 is constructional column reinforcing bar
8 is shear force wall reinforcing steel bar
9 is cast-in-place concrete
Specific embodiment
The present invention is achieved in that 1~Figure 19 is described further below in conjunction with the accompanying drawings：
The technical proposal of the invention is realized in this way：Connection cast-in-situ steel reinforced concrete combination in a kind of double-template assembled
Wall, it is characterised in that：The assembled wall is by adjusting connector 6, structure in concrete heat-insulating template 1, concrete blinding 5, twin columns
Post reinforcing bar 7, shear force wall reinforcing steel bar 8 and cast-in-place concrete 9 is made to constitute；Concrete heat-insulating template 1 is by concrete steel web plate 2, concrete
Panel 3, warming plate 4 are constituted；One of concrete steel web plate 2 is uniformly provided with several convex dovetail grooves 27 on big face, is set on upper bar face
There is trapezoidal groove 25, lower bar face is provided with trapezoid boss 24, several band gap round steel pipes 26 be uniformly provided with another big face,
Centre is provided with the double-deck oblique pull steel wire net rack 20 that vertical steel wire 21, horizontal wire 22 and oblique pull steel wire 23 are constituted；Concrete slab 3
A big face on be uniformly provided with several convex dovetail grooves 34 vertically, upper bar face is provided with trapezoidal groove 31, and lower bar face is provided with trapezoidal
Boss 3, two side slat faces are provided with semi-circular recesses 33；Bar face is provided with semicircle boss 41 on warming plate 4, and lower bar face is provided with half
Circular groove 42, several vertical dovetail grooves 43 are uniformly provided with two big faces；Bar face is provided with trapezoidal groove on concrete blinding 5
25, lower bar face is provided with trapezoid boss 24, and several round steel pipes 26 with gap, built-in Double-layer oblique are uniformly provided with a big face
Draw steel wire net rack 20；Band gap round steel pipe 26 is welded to connect with double-deck oblique pull steel wire net rack 20；Concrete heat-insulating template 1 with it is mixed
Solidifying clay model plate 5 is by regulation company in twin columns that are matched, being made up of circular steel column 61, connection wire rod 62 and regulation screw 63
Fitting 6 connects into an assembled double-template structure for stabilization；The selection of double-template is different, and assembled wall is also different, when selection 1
Outside the concrete wall that individual concrete heat-insulating template 1 is combined with 1 concrete blinding 5 as double-template, generally building
Retaining wall；When the concrete wall for selecting 2 concrete blindings 5 to be combined as double-template, generally internal partition wall；Work as building
Insulation requirement it is very high when, 2 concrete heat-insulating templates 1 should be selected to be saved as the insulation high of concrete that double-template combine
Can wall.
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of described double-template assembled, it is characterised in that：Described
Double-deck oblique pull steel wire net rack 20 and the band gap round steel pipe 26 being weldingly connected with it will make galvanized anticorrosive treatment.
Connection cast-in-situ steel reinforced concrete assembled wall in a kind of described double-template assembled, it is characterised in that：Described
Warming plate 4 is hard polyaminoester, or glass bead and Rigid foam polyurethane.
What double-template production of the invention was realized in：
1) concrete mix that will be prepared, inserts in the production mould of concrete slab 3, after vibration moulding, is sending
Enter in steam curing kiln after maintenance 24h, the concrete slab 3 that the demoulding goes out, quality inspection is qualified rear stand-by；
2) the double-deck oblique pull steel wire net rack 20 with gap round steel pipe 26 will be carried by the welding of preservative treatment, is inserted
In the mould of production concrete steel web plate 2, in the concrete feeding mould that will be prepared, carrying out vibration ramming makes its closely knit,
Maintenance 24h in steam curing kiln is sent to again, and the concrete steel web plate 2 of abjection, quality inspection is qualified rear stand-by；
3) up-to-standard concrete steel web plate 2 and concrete slab 3 are inserted into special production concrete heat-insulating template 1
Mould in, the big face with dovetail groove is staggered relatively, then the high-efficiency insulated fluent material that will prepare is injected by mould and coagulation
In the cavity that native steel net plate 2 and concrete slab 3 are surrounded, the concrete dovetail of warming plate 4, warming plate 4 and its both sides is formd
Groove 34 and 27 is closely connected, and forms an organic whole；The demoulding after 4-6h, after quality inspection is qualified, enters warehouse for finished product.
4) the double-deck oblique pull steel wire net rack 20 with gap round steel pipe 26 will be carried by the welding of preservative treatment, is inserted
Produce in the mould of concrete blinding 5, in the mould of the concrete feeding production concrete blinding 5 that will be prepared, shaken
Dynamic ramming makes its closely knit, then is sent to maintenance 24h, the concrete blinding 5 of abjection, after quality inspection is qualified in steam curing kiln
Enter warehouse for finished product.
What assembled wall site operation of the invention was realized in：
1) residual concrete on cleaning grade beam, finds level course；
2) unwrapping wire, row's plate；
3) colligation main-body structure post reinforcing bar 7 and shear force wall reinforcing steel bar 8；
4) two-wire support concrete heat-insulating template 1 and concrete blinding 5 are hung；
5) the both sides semi-circular recesses 33 of concrete slab 3 in concrete heat-insulating template 1 are paved with high-strength adhesive mortar, are formed
One concrete mortar tip key；
6) support is installed after a layer concrete heat insulation formwork 1 and concrete blinding 5, it is necessary to install prefabricated supporting twin columns
Interior adjusting connector 6, in twin columns in the insertion round steel pipe 26 of the double-template with gap of circular steel column 61 of adjusting connector 6, circle
Shape steel column 61 is contour with round steel pipe, and adjusts the distance of concrete heat-insulating template 1 and concrete blinding 5, it is ensured that the chi of template
The very little dimensional accuracy for meeting cast in situ ferroconcrete wall body；
7) in the horizontal groove 25 and 31 of concrete steel web plate 2 and concrete slab 3, liquid sizing material is brushed so that under
The layer groove 25 and 31 of template is integrated with the tight bond of boss 24 and 31 of upper former, improves the monolithic stability of double-template
Property；
8) after support installation concrete heat-insulating template 1 and concrete blinding 5 reach certain height, carry out cast in situs and mix
The concrete 9 for getting togather, and carry out vibration compacting；
9) without dismantling the treatment of plastering of template and inside and outside metope, next operation circulation is directly carried out.
The beneficial effect comprise that：
1) connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled, by concrete heat-insulating template 1, coagulation
Clay model plate 5, connector 6, constructional column reinforcing bar 7, shear force wall reinforcing steel bar 8, cast-in-place concrete 9 are constituted, such a extremely stable firm
Property integral wall structure, by the traditional two-step method construction technology of skyscraper be promoted to one-step method construction, improve efficiency of construction,
Reduce construction labour intensity；
2) adjusting connector product factorial praluction in concrete heat-insulating template 1 and concrete blinding 5, twin columns, scene mark
Standardization fabricated construction, speed of application is fast, and construction quality is high, free from environmental pollution, reduces construction cost, improves energy saving building matter
Amount；
3) concrete heat-insulating template 1 and concrete blinding 5, without dismantling template again after construction, are exempted from as non-dismantling formwork
Operation and the expense such as dismounting template, closing connection hole and inner and outer wall plastering again has been gone, construction period has been shortened；
4) application of cast-in-situ steel reinforced concrete assembled wall is connected in a kind of double-template assembled so that one-step method construction skill
Art is become a reality, and concrete heat-insulating template 1 is connected with the double-template of concrete blinding 5 by adjusting connector 6 in twin columns, formation
Cast-in-place concrete sandwiched thermal-insulating wall, drastically increases the insulation of building, heat-insulated standard, meets new edition《Architectural design is prevented
Fiery specification》The regulation of GB 50016-2014；Compared with Current Building ' outer wall heat insulating, insulation, heat-insulated effect are substantially increased
Really, building is reduced in energy-saving heat preserving, the operating cost of heat-insulated aspect.With insulation, heat-insulated, various functions of preventing fires, with building
It is structure-integrated, the characteristics of insulation material and building are with the life-span.
Claims (3)
1. cast-in-situ steel reinforced concrete assembled wall is connected in a kind of double-template assembled, it is characterised in that：Assembled wall is by coagulation
Native heat insulation formwork (1), concrete blinding (5), adjusting connector (6) in twin columns, constructional column reinforcing bar (7), shear force wall reinforcing steel bar (8) and
Cast-in-place concrete (9) is constituted；Concrete heat-insulating template (1) is by concrete steel web plate (2), concrete slab (3), warming plate (4)
Constitute；One of concrete steel web plate (2) is uniformly provided with several convex dovetail grooves (27) on big face, and upper bar face is provided with trapezoidal groove
(25), lower bar face is provided with trapezoid boss (24), and several bands gap round steel pipe (26) are uniformly provided with another big face, and centre sets
There is the double-deck oblique pull steel wire net rack (20) being made up of vertical steel wire (21), horizontal wire (22) and oblique pull steel wire (23)；Concrete
Several convex dovetail grooves (34) vertically are uniformly provided with the big face of of panel (3), upper bar face is provided with trapezoidal groove (31), lower bar face
Trapezoid boss (32) is provided with, two side slat faces are provided with semi-circular recesses (33)；Bar face is provided with semicircle boss on warming plate (4)
(41), lower bar face is provided with semi-circular recesses (42), and several vertical dovetail grooves (43) are uniformly provided with two big faces；Concrete mould
Bar face is provided with trapezoidal groove (25) on plate (5), and lower bar face is provided with trapezoid boss (24), several bands are uniformly provided with a big face
The round steel pipe (26) of gap, built-in double-deck oblique pull steel wire net rack (20)；Band gap round steel pipe (26) and double-deck oblique pull steel wire
Rack (20) is welded to connect；Concrete heat-insulating template (1) and concrete blinding (5) by it is matched, by circular steel column
(61), adjusting connector (6) connects into an assembling for stabilization in the twin columns that connection wire rod (62) and regulation screw (63) are constituted
Formula double-template structure.
2. cast-in-situ steel reinforced concrete assembled wall, its feature are connected in a kind of double-template assembled according to claim 1
It is：Described double-deck oblique pull steel wire net rack (20) and band gap round steel pipe (26) being weldingly connected with it will make galvanized anticorrosive
Treatment.
3. cast-in-situ steel reinforced concrete assembled wall, its feature are connected in a kind of double-template assembled according to claim 1
It is：Described warming plate (4) is hard polyaminoester, or glass bead and Rigid foam polyurethane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710083088.1A CN106854906A (en) | 2017-02-16 | 2017-02-16 | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710083088.1A CN106854906A (en) | 2017-02-16 | 2017-02-16 | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106854906A true CN106854906A (en) | 2017-06-16 |
Family
ID=59125406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710083088.1A Pending CN106854906A (en) | 2017-02-16 | 2017-02-16 | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106854906A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN110374224A (en) * | 2019-06-04 | 2019-10-25 | 黑龙江省牧川装配式建筑有限公司 | A kind of walling system being made of assembly concrete wallboard and cast-in-situ thermal-insulated slurry |
| CN116591347A (en) * | 2023-07-17 | 2023-08-15 | 成都中泰新材料有限公司 | Disassembly-free heat-insulation sound-insulation template, heat-insulation sound-insulation integrated building wallboard and preparation method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2274170A1 (en) * | 1997-10-08 | 1999-04-15 | Takeshige Shimonohara | Structure panel and method of connecting same |
| JPH11172700A (en) * | 1997-12-12 | 1999-06-29 | Hanshin Kogyo Kk | Concrete structure |
| CN2440888Y (en) * | 2000-08-17 | 2001-08-01 | 王继强 | Durable blocked frameworks as thermal insulating materials |
| WO2003010397A1 (en) * | 2001-07-24 | 2003-02-06 | Coffor Internacional Exploração De Patentes Lda | Reinforced concrete wall produced with expendable form |
| CN201635205U (en) * | 2010-04-01 | 2010-11-17 | 泰锘石保温建筑科技(上海)有限公司 | Spliced type heat-insulation template |
| CN204040459U (en) * | 2014-05-19 | 2014-12-24 | 山东隆和节能科技有限公司 | A kind of cast-in-situ concrete fireproof heat insulating non-dismantling formwork |
| CN204571018U (en) * | 2015-01-30 | 2015-08-19 | 万保金 | Band groove exempts to tear steel wire net rack heat insulation formwork open |
| CN105756209A (en) * | 2016-04-26 | 2016-07-13 | 刘传伟 | Composite board for building outer wall sandwich thermal insulation structure |
| CN205557923U (en) * | 2016-03-09 | 2016-09-07 | 彭志军 | Light weight, high strength degree equipment wall body |
-
2017
- 2017-02-16 CN CN201710083088.1A patent/CN106854906A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2274170A1 (en) * | 1997-10-08 | 1999-04-15 | Takeshige Shimonohara | Structure panel and method of connecting same |
| JPH11172700A (en) * | 1997-12-12 | 1999-06-29 | Hanshin Kogyo Kk | Concrete structure |
| CN2440888Y (en) * | 2000-08-17 | 2001-08-01 | 王继强 | Durable blocked frameworks as thermal insulating materials |
| WO2003010397A1 (en) * | 2001-07-24 | 2003-02-06 | Coffor Internacional Exploração De Patentes Lda | Reinforced concrete wall produced with expendable form |
| CN201635205U (en) * | 2010-04-01 | 2010-11-17 | 泰锘石保温建筑科技(上海)有限公司 | Spliced type heat-insulation template |
| CN204040459U (en) * | 2014-05-19 | 2014-12-24 | 山东隆和节能科技有限公司 | A kind of cast-in-situ concrete fireproof heat insulating non-dismantling formwork |
| CN204571018U (en) * | 2015-01-30 | 2015-08-19 | 万保金 | Band groove exempts to tear steel wire net rack heat insulation formwork open |
| CN205557923U (en) * | 2016-03-09 | 2016-09-07 | 彭志军 | Light weight, high strength degree equipment wall body |
| CN105756209A (en) * | 2016-04-26 | 2016-07-13 | 刘传伟 | Composite board for building outer wall sandwich thermal insulation structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952143A (en) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | Splice energy saving template and its construction method |
| WO2020034313A1 (en) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | Spliced energy-saving formwork and construction method therefor |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN110374224A (en) * | 2019-06-04 | 2019-10-25 | 黑龙江省牧川装配式建筑有限公司 | A kind of walling system being made of assembly concrete wallboard and cast-in-situ thermal-insulated slurry |
| CN116591347A (en) * | 2023-07-17 | 2023-08-15 | 成都中泰新材料有限公司 | Disassembly-free heat-insulation sound-insulation template, heat-insulation sound-insulation integrated building wallboard and preparation method thereof |
| CN116591347B (en) * | 2023-07-17 | 2023-11-10 | 成都中泰新材料有限公司 | Disassembly-free heat-insulation sound-insulation template, heat-insulation sound-insulation integrated building wallboard and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013811B (en) | A kind of installation method of assembled architecture | |
| CN103422620B (en) | A kind of prefabricated hollow profile steel concrete column and splicing construction thereof and joining method | |
| CN202483046U (en) | Self-heat-preservation sound-insulation rib floor | |
| CN105908859A (en) | Heat-preservation precast wall body and assembled house | |
| CN101368428B (en) | Prefabricated component house and its construction method | |
| CN106854906A (en) | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled | |
| CN108277887B (en) | Assembled built-in heat preservation concrete composite wall-light steel frame connection node | |
| CN105804292A (en) | Environment-friendly and energy-saving integrated cast-in-situ lightweight concrete wall and construction method thereof | |
| CN203613719U (en) | Prefabricated hollow steel concrete column and splicing structure thereof | |
| CN108301531B (en) | Assembled built-in heat preservation concrete composite wall-light steel frame-floor slab connection node | |
| CN104878836B (en) | A kind of prefabricated house and its construction method | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN104405062A (en) | Integrated column-equipped heat preservation wallboard, production and building techniques and matched equipment | |
| CN106245821B (en) | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method | |
| CN205653934U (en) | Cast -in -place lightweight concrete wall body of green energy -conserving integration | |
| CN206956985U (en) | A kind of non-dismantling formwork composite exterior wall | |
| CN113565317A (en) | But quick connect's heat preservation integration wall body exempts from to tear open template | |
| CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
| CN207846751U (en) | A kind of prefabricated assembled concrete shear wall outer insulated wall plate | |
| CN207003735U (en) | Connection cast-in-situ steel reinforced concrete assembled wall in a kind of double-template assembled | |
| CN206015942U (en) | Armored concrete and outer insulation compositing outer wall one-piece casting molding structure | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN206128374U (en) | A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module | |
| CN208105502U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN106639300A (en) | Assembly type inner connecting concrete heat preservation formwork and concrete formwork for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 266300 Zijin garden, No. 245 Jiaozhou West Road, Jiaozhou, Qingdao, Shandong. Applicant after: Qingdao great energy technology Co., Ltd. Address before: 266300 Shandong Road, North pass industrial park, Jiaozhou City, Qingdao, Shandong, 35 Applicant before: Qingdao great energy technology Co., Ltd. |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Qingdao great energy technology Co., Ltd. Document name: Notification of Passing Examination on Formalities |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180926 Address after: 266300 Zijin garden, No. 245 Jiaozhou West Road, Jiaozhou, Qingdao, Shandong. Applicant after: Liu Chuanwei Address before: 266300 Zijin garden, No. 245 Jiaozhou West Road, Jiaozhou, Qingdao, Shandong. Applicant before: Qingdao great energy technology Co., Ltd. |