CN206693432U - Fabricated shear wall and fabric structure - Google Patents
Fabricated shear wall and fabric structure Download PDFInfo
- Publication number
- CN206693432U CN206693432U CN201720525762.2U CN201720525762U CN206693432U CN 206693432 U CN206693432 U CN 206693432U CN 201720525762 U CN201720525762 U CN 201720525762U CN 206693432 U CN206693432 U CN 206693432U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- page wallboard
- floor
- fabricated shear
- wallboard
- 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.)
- Expired - Fee Related
Links
- 239000004744 fabric Substances 0.000 title claims abstract description 13
- 239000010410 layer Substances 0.000 claims description 62
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 claims description 21
- 239000004567 concrete Substances 0.000 claims description 20
- 238000011065 in-situ storage Methods 0.000 claims description 7
- 239000011381 foam concrete Substances 0.000 claims description 6
- 239000011241 protective layer Substances 0.000 claims description 6
- 238000000465 moulding Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 7
- 230000009467 reduction Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses a kind of fabricated shear wall and fabric structure, it is related to construction engineering technical field.The fabricated shear wall, including wall；Wall includes interior page wallboard, outer page wallboard and connection floor；Interior page wallboard and outer page wallboard relative spacing are set, and are connected between the periphery of interior page wallboard and outer page wallboard by connecting floor, so that interior page wallboard, outer page wallboard and connection floor are collectively forming cavity.Fabricated shear wall with cavity is formed by interior page wallboard, outer page wallboard and connection floor, be i.e. the hollow setting of the fabricated shear wall, then can effectively mitigate the overall weight of shear wall, so as to increase the loading of freight waggon, and then reduce freight；Effectively mitigate the overall weight of shear wall, additionally it is possible to make the reduction of hanging device tonnage, reduce installation difficulty, so that installation cost reduces.
Description
Technical field
Construction engineering technical field is the utility model is related to, more particularly to a kind of fabricated shear wall and fabric structure.
Background technology
Assembly of shear wall structure, which has, saves labour cost, reduces job site noise dust pollution, shortens duration, production
The advantages of quality control is preferably, production efficiency is high, stock utilization is high.
In correlation technique, fabricated shear wall is poured using armored concrete and formed more, then transports prefabricated wallboard
Job site is transported to be installed.This concrete panel weight is big, so as to cause freight height, lifts asking for inconvenience
Topic.
Utility model content
The purpose of this utility model is to provide a kind of fabricated shear wall and fabric structure, to solve in the prior art
The big technical problem of fabricated shear wall wallboard weight.
The utility model provides a kind of fabricated shear wall, including wall；
Wall includes interior page wallboard, outer page wallboard and connection floor；
Interior page wallboard and outer page wallboard relative spacing are set, and interior page wallboard is connected with outer page wallboard by being connected floor
Connect, so that interior page wallboard, outer page wallboard and connection floor are collectively forming cavity.
Further, wall also includes deep floor, and deep floor is arranged in cavity, and with interior page wallboard and outer page wall
Plate is all connected with.
Further, deep floor is multiple that multiple deep floors are in latticed setting, so that cavity is divided into more height
Chamber.
Further, deep floor is by armored concrete pouring molding.
Further, outer page wallboard, connection floor, deep floor and the shaping of interior page wallboard formed by integrally casting.
Further, fabricated shear wall also includes packed layer, and packed layer is filled in the cavity of wall.
Further, packed layer is the one or more in lightweight aggregate concrete layer, foamed concrete layer or benzene plate
Combination.
Further, outer page wallboard includes outer page wallboard body and is arranged on the protection of the outer surface of outer page wallboard body
Layer, outer page wallboard body is with being connected floor connection.
The utility model also provides a kind of fabric structure, including the tier building unit from top to bottom set and this reality
With the fabricated shear wall of new offer, every layer of building unit is provided with fabricated shear wall.
Further, every layer of building unit is included in the laminated floor slab in-situ layer being oppositely arranged on vertical direction and overlapping
Floor preformed layer；
The upper end of fabricated shear wall is connected with laminated floor slab in-situ layer, and the upper end of fabricated shear wall and laminated floor slab are pre-
Preparative layer connects.
The utility model provides a kind of fabricated shear wall, including wall；Wall includes interior page wallboard, outer page wallboard and company
Rib plate；Interior page wallboard and outer page wallboard relative spacing are set, and the periphery of interior page wallboard and the periphery of outer page wallboard pass through
Floor connection is connected, so that interior page wallboard, outer page wallboard and connection floor are collectively forming cavity.Pass through interior page wallboard, outer page wall
Plate and connection floor form the fabricated shear wall with cavity, i.e. the hollow setting of the fabricated shear wall then can be effective
Ground mitigates the overall weight of shear wall, so as to increase the loading of freight waggon, and then reduces freight；Effectively mitigate shear wall
Overall weight, additionally it is possible to make the reduction of hanging device tonnage, reduce installation difficulty, so that installation cost reduces.
Brief description of the drawings
Form a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new
The schematic description and description of type is used to explain the utility model, does not form to improper restriction of the present utility model.
In accompanying drawing：
Fig. 1 is the structural representation according to the fabricated shear wall of the utility model first embodiment；
Fig. 2 is the structural representation according to the fabricated shear wall of the utility model second embodiment；
Fig. 3 is another structural representation of the fabricated shear wall shown in Fig. 2；
Fig. 4 is the structural representation according to the fabric structure of the utility model embodiment.
In figure：Page wallboard in 01-；The outer page wallboards of 02-；03- connection floors；04- cavitys；05- deep floors；
06- packed layers；The sub- chambers of 041-；The deep floors of 051- first；The deep floors of 052- second；100- building units；200-
Fabricated shear wall；101- laminated floor slab in-situ layers；102- laminated floor slab preformed layers.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the utility model can
To be mutually combined.Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
It should be noted that the "up" and "down" mentioned in the application, when referring to fabricated shear wall use state, perpendicular
The upward "up" and "down" of Nogata.
Fig. 1 is the structural representation according to the fabricated shear wall of the utility model first embodiment.As shown in figure 1, this
Utility model provides a kind of fabricated shear wall, including wall；Wall includes interior page wallboard 01, outer page wallboard 02 and connection floor
03；Interior page wallboard 01 and the outer relative spacing of page wallboard 02 are set, and the periphery of interior page wallboard 01 and the periphery of outer page wallboard 02
Connected by connecting floor 03, so that interior page wallboard 01, outer page wallboard 02 and connection floor 03 are collectively forming cavity 04.
Wherein, interior page wallboard 01, outer page wallboard 02 and connection floor 03 are poured by armored concrete and formed, cost
Low, intensity is high.
The shape of cavity 04 can be a variety of, such as：Rectangle, circle or abnormity etc..The shape of cavity 04 can be according to even
The structure type of rib plate 03 it is different and different, it is preferred that connection floor 03 be in " mouth " font, by interior page wallboard 01 and outside
Page wallboard 02 connects, and this is simple in construction, easy processing.
In the present embodiment, the dress with cavity 04 is formed by interior page wallboard 01, outer page wallboard 02 and connection floor 03
With formula shear wall, i.e. the hollow setting of the fabricated shear wall, then it can effectively mitigate the overall weight of shear wall, so as to
Increase the loading of freight waggon, and then reduce freight；Effectively mitigate the overall weight of shear wall, additionally it is possible to drop hanging device tonnage
It is low, reduce installation difficulty, so that installation cost reduces.
In addition, heat-insulation and heat-preservation can also be played a part of full of air in cavity 04.
Fig. 2 is the structural representation according to the fabricated shear wall of the utility model second embodiment.Fig. 3 is shown in Fig. 2
Fabricated shear wall another structural representation.As shown in Figures 2 and 3, on above-described embodiment basis, further,
Wall also includes deep floor 05, and deep floor 05 is arranged in cavity 04, and connects with interior page wallboard 01 and outer page wallboard 02
Connect.
Wherein, the structure type of deep floor 05 can be it is a variety of, such as：Deep floor 05 is in strip or column, its
Cross sectional shape can be circle, rectangle, triangle or abnormity etc.；Deep floor 05 can with linear, can with curved,
It can also be in annular etc..
Deep floor 05 can extend along interior page wallboard 01 to the direction of outer page wallboard 02, i.e., deep floor 05 is doll
Shape, now one end of deep floor 05 be connected with interior page wallboard 01, the other end is connected with outer page wallboard 02.Deep floor 05 may be used also
To extend in vertical direction, i.e., deep floor 05 is strip, and now the one side of deep floor 05 connects with interior page wallboard 01
Connect, another side relative with the side is connected with outer page wallboard 02, and one end of the deep floor 05 can be with being connected floor 03
Upper end connects, and the other end connects with being connected the lower end of floor 03, so as to which cavity 04 is divided into more sub- chambers 041；Certainly strengthen
Floor 05 can also be in strip and be horizontally disposed with or be obliquely installed.
Deep floor 05 can be made up of materials such as metal, timber.Preferably poured and formed using armored concrete, that is, existed
Reinforcing bar outer wrapping concrete, which intensity is big, and cost is low, is advantageous to produce and process.
In the present embodiment, deep floor 05 is set between page wallboard 01 and outer page wallboard 02 inside, is guaranteeing to reduce
Under the premise of the weight of shear wall body, the intensity of fabricated shear wall can be improved, so as to ensure what is provided using the present embodiment
The security in the house that fabricated shear wall is built into.
As shown in Figures 2 and 3, on above-described embodiment basis, further, deep floor 05 is multiple, Duo Gejia
Strong floor 05 is in latticed setting, so that cavity 04 is divided into more sub- chambers 041.
Wherein, multiple deep floors 05 are in latticed setting, mesh shape can be rectangle, triangle, polygon or
Abnormity etc..The shape of grid can be the same or different, i.e., multiple deep floors 05 can be set with certain rule can also
Random setting.
Such as：Multiple deep floors 05 can be divided into multiple the first linear deep floors and multiple second ribs
Plate, parallel interval is set multiple first deep floors successively, and each first deep floor with horizontal direction (or vertical side
To) at an angle；Parallel interval is set multiple second deep floors successively, and each second deep floor is and horizontal direction
(or vertical direction) is set at an angle；One the first deep floor intersects with each second deep floor, equally
One the second deep floor intersects with every one first deep floor, so as to make the grid to be formed be parallelogram.
It is preferred that as shown in Fig. 2 multiple first deep floors 051 are horizontally disposed, and the first deep floor 051 and water
Square to angle be zero, multiple second deep floors 052 are vertically arranged, i.e. the second deep floor 052 and horizontal direction
Angle is 90 degree, and each first deep floor 051 is arranged in a mutually vertical manner one by one with each second deep floor 052, so as to
It is rectangle to make the grid to be formed, and this setup is simple in construction, easy processing, so as to reduce production cost.
And for example：Multiple deep floors can be divided into multiple the first curved deep floors and multiple second ribs
Plate, multiple first deep floors are arranged at intervals successively in the horizontal direction, and multiple second deep floors are vertically spaced successively
Set, each first deep floor intersects with each second deep floor, so that the grid formed is abnormity.
For another example：Multiple deep floors can be divided into multiple first deep floors, multiple second deep floors and multiple
Three deep floors；Parallel interval is set multiple first deep floors successively, and parallel interval is set multiple second deep floors successively,
Parallel interval is set multiple second deep floors successively；Each first deep floor intersects one by one with multiple second deep floors,
Each first deep floor intersects one by one with multiple 3rd deep floors, each second deep floor and multiple 3rd deep floors
Intersect one by one, so that the grid formed is triangle.
In multiple intersections for forming latticed deep floors 05, can by the fasteners such as bolt by intersection plus
Strong floor 05 is fixed, or by connecting and fixing, can also be tightened by iron wire etc..It is preferred that added by pouring by multiple
Strong floor 05 is integrally formed, and which can simplify processing, the process of connection reinforcement floor 05, so as to improve fabricated shear wall
Production efficiency；Other which makes the firm and reliable connection between multiple deep floors 05.
In the present embodiment, multiple deep floors 05 are in latticed setting, then interior page wallboard 01, outer page wallboard 02, connection rib
The cavity 04 that plate 03 and multiple deep floors 05 are formed is in latticed, and a grid is a sub- chamber 041, so as to form grid
Shape stress system, the ductility of fabricated shear wall can be improved, so as to be advantageous to antidetonation, and then strengthen the security of building.
The fabricated shear wall that the prefabricated the present embodiment of following methods can be used to provide：
First by the outer pouring molding of page wallboard 02；The surrounding of page wallboard 02 pours connection floor 03 outside again；Then according to net
Trellis shape sets corresponding mould at each grid, and mould has certain altitude, groove is formed between mould and mould, recessed
Poured in groove, so as to form deep floor 05；Then mould is removed；Finally pour interior page wallboard 01.It can be assembled
Formula shear wall.
As shown in Figures 2 and 3, on above-described embodiment basis, further, outer page wallboard 02, connection floor 03, add
Strong floor 05 and the shaping of the interior formed by integrally casting of page wallboard 01.
In the present embodiment, outer page wallboard 02, connection floor 03, deep floor 05 and interior page wallboard 01 are directly poured and built up
It type, then can avoid that various pieces being connected using other connected modes, all parts is turned into an entirety, so that should
Fabricated shear wall stability is high, good reliability, and then is further ensured that the security of building.
It is preferred that outer page wallboard 02, connection floor 03, interior page wallboard 01 and deep floor 05 use reinforced concrete
Soil, which pours, to be formed, then has unified processing material, and the intensity of armored concrete is high.
As shown in figure 3, on above-described embodiment basis, further, fabricated shear wall also includes packed layer 06, fills out
Layer 06 is filled to be filled in the cavity 04 of wall.
In the present embodiment, packed layer 06 can be processed production using novel light insulation material, on the one hand ensure assembling
On the premise of formula shear wall is light, the heat insulating effect of wall can be improved, so as to improve the practicality of the fabricated shear wall
Property.
Cavity 04 can be completely filled with by packed layer 06；A part of cavity 04 can also be filled, i.e., it is existing in cavity 04 to fill out
Fill layer 06 and have air.
The fabricated shear wall that the prefabricated the present embodiment of following methods can be used to provide：
First by the outer pouring molding of page wallboard 02；The surrounding of page wallboard 02 pours connection floor 03 outside again；Then according to net
Trellis shape sets corresponding packed layer 06 at each grid, and packed layer 06 has a certain altitude, shape between multiple packed layers 06
Into groove, poured in groove, so as to form deep floor 05；Finally pour interior page wallboard 01.It can be provided with
The fabricated shear wall of packed layer 06.
Shown in Fig. 3, on above-described embodiment basis, further, packed layer 06 is lightweight aggregate concrete layer, foams and mix
One or more kinds of combinations in solidifying soil layer or benzene plate.
In the present embodiment, packed layer 06 can be lightweight aggregate concrete layer, and lightweight aggregate concrete has lightweight, high-strength, guarantor
The features such as gentle fire resisting, and deformation performance is good, and modulus of elasticity is relatively low.So as to improve the overall performance of the shear wall.
Packed layer 06 can also be foamed concrete layer, and foamed concrete has that lightweight, thermal and insulating performance are good, sound insulation is resistance to
The advantages that fiery performance is good, low bullet damping property is good.So as to improve the overall performance of the shear wall.
Packed layer 06 can also be benzene plate, and benzene plate has the advantages that light, insulation, fire prevention, waterproof.So as to improve this
The overall performance of shear wall.
Certainly according to particular condition in use and economic effect, packed layer 06 can also be lightweight aggregate concrete layer, foaming
Any two kinds of combination in concrete layer and benzene plate three, such as：Packed layer 06 includes the lightweight aggregate concrete set gradually
Layer and foamed concrete layer.
Certainly, packed layer 06 can also be the combination of lightweight aggregate concrete layer, foamed concrete layer and benzene plate three, can
The advantages of to integrate three, further improve the performance of the fabricated shear wall.
As shown in figure 1, on above-described embodiment basis, further, outer page wallboard 02 include outer page wallboard body with
And the protective layer of the outer surface of outer page wallboard body is arranged on, outer page wallboard body connects with being connected floor 03.
Wherein, protective layer can be ceramic tile layer or stone material layer, lumber layer, metal level etc., and protective layer can also be clear water
Concrete.
Protective layer can not only (outer surface refers to outer page wallboard body away from interior page wall the outer surface of external page wallboard body
One surface of plate 01) protected, moreover it is possible to decoration function is played, makes outer page wallboard 02 attractive in appearance.And in prefabricated assembled shearing
During wall, protective layer is directly arranged on to the outer surface of outer page wallboard body, then by whole fabricated shear wall transport to
Job site is installed, and without being processed protection or decoration to the outer surface of fabricated shear wall again, improves construction
Efficiency, the problems such as the environmental pollution for avoiding site operation from bringing.
Fig. 4 is the structural representation according to the fabric structure of the utility model embodiment.As shown in figure 4, this practicality is new
Type also provides a kind of fabric structure, including the tier building unit 100 from top to bottom set and multiple the utility model carry
The fabricated shear wall 200 of confession, every layer of building unit are provided with fabricated shear wall 200.
The every layer of building unit 100 for the fabric structure that the present embodiment provides, using assembling provided by the utility model
Formula shear wall 200 is installed, in light weight because the assembled has hollow structure, then facilitates lifting, can also reduce steelyard ton
Position, convenient installation, so that fabric structure construction is simple, efficiency of construction that the present embodiment provides are high.
Specifically, every layer of building unit 100 is included in the He of laminated floor slab in-situ layer 101 being oppositely arranged on vertical direction
Laminated floor slab preformed layer 102；The upper end of fabricated shear wall is connected with laminated floor slab in-situ layer, the upper end of fabricated shear wall with
Laminated floor slab preformed layer connects.This kind of easily construction simple in construction.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical scheme of type.
Claims (10)
- A kind of 1. fabricated shear wall, it is characterised in that including：Wall；The wall includes interior page wallboard (01), outer page wallboard (02) and connection floor (03)；The interior page wallboard (01) and outer page wallboard (02) relative spacing are set, and the interior page wallboard (01) with it is described Outer page wallboard (02) by it is described connection floor (03) connect so that the interior page wallboard (01), the outer page wallboard (02) and The connection floor (03) is collectively forming cavity (04).
- 2. fabricated shear wall according to claim 1, it is characterised in that the wall also includes deep floor (05), The deep floor (05) is arranged in the cavity (04), and equal with the interior page wallboard (01) and the outer page wallboard (02) Connection.
- 3. fabricated shear wall according to claim 2, it is characterised in that the deep floor (05) is multiple to be multiple The deep floor (05) is in latticed setting, so that the cavity (04) is divided into more sub- chambers (041).
- 4. fabricated shear wall according to claim 2, it is characterised in that the deep floor (05) is by armored concrete Pouring molding.
- 5. according to the fabricated shear wall any one of claim 2-4, it is characterised in that the outer page wallboard (02), The connection floor (03), the deep floor (05) and interior page wallboard (01) the formed by integrally casting shaping.
- 6. fabricated shear wall according to claim 1, it is characterised in that also including packed layer (06), the packed layer (06) it is filled in the cavity (04) of the wall.
- 7. fabricated shear wall according to claim 6, it is characterised in that the packed layer (06) is lightweight aggregate concrete One or more kinds of combinations in layer, foamed concrete layer or benzene plate.
- 8. fabricated shear wall according to claim 1, it is characterised in that the outer page wallboard (02) includes outer page wallboard Body and be arranged on the outer page wallboard body outer surface protective layer, the outer page wallboard body and the connection floor (03) connect.
- A kind of 9. fabric structure, it is characterised in that including the tier building unit (100) that from top to bottom sets and it is multiple such as Fabricated shear wall (200) any one of claim 1-8, every layer of building unit (100) are provided with the assembling Formula shear wall (200).
- 10. fabric structure according to claim 9, it is characterised in that every layer of building unit (100) is included in The laminated floor slab in-situ layer (101) and laminated floor slab preformed layer (102) being oppositely arranged on vertical direction；The upper end of the fabricated shear wall (200) is connected with the laminated floor slab in-situ layer (101), the fabricated shear wall (200) upper end is connected with the laminated floor slab preformed layer (102).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720525762.2U CN206693432U (en) | 2017-05-11 | 2017-05-11 | Fabricated shear wall and fabric structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720525762.2U CN206693432U (en) | 2017-05-11 | 2017-05-11 | Fabricated shear wall and fabric structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693432U true CN206693432U (en) | 2017-12-01 |
Family
ID=60449805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720525762.2U Expired - Fee Related CN206693432U (en) | 2017-05-11 | 2017-05-11 | Fabricated shear wall and fabric structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693432U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678270A (en) * | 2018-06-29 | 2018-10-19 | 成都金玉雄辉建筑工程有限公司 | Assembled wall body structure |
| CN108999363A (en) * | 2018-07-16 | 2018-12-14 | 上海紫霓节能科技有限公司 | Perps uses the GRC art stone heat-insulating decorative composite board of bonding semi-flexible |
| CN109356348A (en) * | 2018-07-16 | 2019-02-19 | 上海紫霓节能科技有限公司 | Plate stitch uses the GRC art stone heat-insulating decorative composite board of bonding semi-flexible |
| CN109577546A (en) * | 2019-01-14 | 2019-04-05 | 中南大学 | Insulated compound trabs with ribbing |
| CN110439177A (en) * | 2019-07-08 | 2019-11-12 | 中国地质大学（武汉） | A kind of composite insulation boards for climbing ice wall |
| CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
| CN115030393A (en) * | 2022-06-15 | 2022-09-09 | 郑州牟发建材有限公司 | Novel cement product |
-
2017
- 2017-05-11 CN CN201720525762.2U patent/CN206693432U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678270A (en) * | 2018-06-29 | 2018-10-19 | 成都金玉雄辉建筑工程有限公司 | Assembled wall body structure |
| CN108999363A (en) * | 2018-07-16 | 2018-12-14 | 上海紫霓节能科技有限公司 | Perps uses the GRC art stone heat-insulating decorative composite board of bonding semi-flexible |
| CN109356348A (en) * | 2018-07-16 | 2019-02-19 | 上海紫霓节能科技有限公司 | Plate stitch uses the GRC art stone heat-insulating decorative composite board of bonding semi-flexible |
| CN109577546A (en) * | 2019-01-14 | 2019-04-05 | 中南大学 | Insulated compound trabs with ribbing |
| CN110439177A (en) * | 2019-07-08 | 2019-11-12 | 中国地质大学（武汉） | A kind of composite insulation boards for climbing ice wall |
| CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
| CN112160479B (en) * | 2020-09-21 | 2021-05-11 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
| CN115030393A (en) * | 2022-06-15 | 2022-09-09 | 郑州牟发建材有限公司 | Novel cement product |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206693432U (en) | Fabricated shear wall and fabric structure | |
| CN105421652B (en) | A kind of composite thermo-insulating wall board | |
| CN107740531A (en) | Assembled wallboard and its attachment structure | |
| CN101016754A (en) | Architectural structure system of preformed hollow load-bearing wall panel and construction method | |
| CN106245821B (en) | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN107355043A (en) | Prefabricated light external energy-saving wallboard and manufacturing method | |
| CN104727481B (en) | Factorial praluction energy-conserving construction wall and preparation method | |
| CN101798857B (en) | Special shape column | |
| CN205153276U (en) | Composite heat -insulating wall board | |
| CN102776977A (en) | Novel heat insulation, fire prevention and earthquake resistance integrated energy-saving wall block for building exterior wall | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN201883598U (en) | Expanded polystyrene (XPS) shaping light-weight solid filling block | |
| CN107237448A (en) | A kind of prefabricated interior fill concrete wallboard and its manufacture method | |
| CN107386556A (en) | Light composite heat insulation outer wall plate | |
| CN209040348U (en) | A kind of assembled double steel plate combined shear wall construction with ribbing | |
| CN207609066U (en) | Honeycomb core and close rib building roof | |
| CN207160393U (en) | Prefabricated light external energy-saving wallboard | |
| CN206957042U (en) | Light composite heat insulation outer wall plate and particular manufacturing craft | |
| CN207160360U (en) | Combine floor support plate and building structure | |
| CN205557836U (en) | Reinforcing apparatus that is connected of assemblyization building wall and post | |
| CN205444514U (en) | Bearing light insulation intergral template | |
| CN210798011U (en) | Fireproof floor | |
| CN202731083U (en) | Heat preservation fire prevention seismic resistance integration novel energy-saving wall block of building external wall | |
| CN106906945A (en) | The installation method of insulating light wall slab, light-weight building structure and light-weight building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180413 Address after: 102206, Beijing Changping District Huilongguan North Road 31 Industrial Park Co-patentee after: SHENYANG SANYI BUILDING DESIGN RESEARCH CO.,LTD. Patentee after: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd. Address before: 102206 31 Industrial Park, 8 Beiqing Road, Huilongguan, Changping District, Beijing. Patentee before: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190211 Address after: 215300 Room 6, 9999 Chenghu Road, Kunshan Development Zone, Suzhou City, Jiangsu Province Patentee after: Jiangsu Sanyi Construction Co.,Ltd. Address before: 102206, Beijing Changping District Huilongguan North Road 31 Industrial Park Co-patentee before: SHENYANG SANYI BUILDING DESIGN RESEARCH CO.,LTD. Patentee before: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171201 |