CN104912230B - A kind of modular assembly formula combined wall and its connected mode - Google Patents
A kind of modular assembly formula combined wall and its connected mode Download PDFInfo
- Publication number
- CN104912230B CN104912230B CN201510335304.8A CN201510335304A CN104912230B CN 104912230 B CN104912230 B CN 104912230B CN 201510335304 A CN201510335304 A CN 201510335304A CN 104912230 B CN104912230 B CN 104912230B
- Authority
- CN
- China
- Prior art keywords
- steel
- wall
- vertical
- cement
- shaped 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.)
- Expired - Fee Related
Links
Abstract
A kind of modular assembly formula combined wall and its connected mode, the central filler of light gauge cold-formed steel shape framework have foam cement core；Self-leveling cement surface layer is Nian Jie with foam cement core, and self-leveling cement surface layer is connected with light gauge cold-formed steel shape framework by tapping screw, light gauge cold-formed steel shape framework, foam cement core, self-leveling cement surface layer connection comprising modules assembled combined wall.Adjacent two modular assemblies formula combined wall realizes level connection joint by the connector between wall body module.Modular assembly formula combined wall and floor modules realize vertical connection by the connector between wall and floor modules.Modular assembly formula combined wall of the invention is structure set load-bearing, insulation, the wall of decorations integration, and integrated and assembling degree is high, and lower cost for material, and labour cost is largely saved, and overall cost is cheap, simple structure.
Description
Technical field
The present invention relates between a kind of industrial assembled combined wall of modularization and wall, between wall and floor
Connected mode, belongs to technical field of structural engineering, particularly relates to a kind of green fitting of collection, insulation, structure-integrated composite wall
Body and its method for manufacturing, and the combined wall intermodule connected mode and its installation procedure.
Background technology
At home and abroad in building field, it is adaptable to which the wall of low layer assembled architecture is broadly divided into wood siding wall, precast reinforced
Concrete shear force wall, steel plate shear force wall, light gauge cold-formed steel shape assembled wall, light gauge cold-formed steel shape concrete shear force wall.Both at home and abroad
Successful utilization above wall composition building system sample is a lot, such as timber structural system, modularization reinforced concrete wallboard body
System, light steel container module system, cold-formed steel residence system.But, most of assembled wall domestic and international at present
Assembling degree is also rested in component aspect, modularized design, modularized production, the modularization transport to integral wall, mould
Blockization is installed a certain distance, especially also exists very on green fitting, insulation, structure-integrated assembled wall
Big development space.Just because low degree is matched somebody with somebody in current assembled wall body module makeup, substantial amounts of labour cost is needed when processing, installation,
Cause the cost of wall high, and then the cost of monolithic architecture is increased.Therefore, a kind of modular assembly degree is invented high, suitable
Industrial flow-line is produced, and collection finishing, insulation, structure-integrated combined wall can not only save substantial amounts of cost of labor, and
The wet trade and construction period at the scene of can reducing, have larger engineering significance in low layer assembled architecture.
The content of the invention
The present invention proposes a kind of new modular assembly formula combined wall and its connected mode, and goal of the invention is to lead to
Cross light gauge cold-formed steel shape framework and bear vertical load and horizontal loading, being used as core by foam cement is packed into cold bending thin wall type
In steel frame, bearing capacity of wall body is improved for being incubated, limiting light gauge cold-formed steel shape frame deformation, by light gauge cold-formed steel shape framework
Additional self-leveling cement surface layer improves horizontal shear strength, cracking resistance, the shock resistance of wall, by self-leveling cement
The facade of surface layer is processed to complete the decorations of wall, by the M shaped steel of outer rim, high-strength spiral shell in light gauge cold-formed steel shape framework
The connected mode that bolt, square steel tube are formed is used for realizing level connection joint and the vertical connection with floor between wall.This combined wall mould
Block assembling degree is high, be adapted to industrialization production line balance, collection is fitted up, is incubated, structure-integrated, and its connected mode safely may be used
By and be easy to construction and installation, change, cost is relatively low.
To achieve the above object, the technical solution adopted by the present invention is:
A kind of modular assembly formula combined wall and its connected mode, wherein, combined wall includes light gauge cold-formed steel shape frame
Connector (4), wall and floor modules between frame (1), foam cement core (2), self-leveling cement surface layer (3), wall body module
Between connector (5), square steel tube (6), high-strength bolt (7)；Light gauge cold-formed steel shape framework (1) includes vertical M shaped steel (1a), vertical
C-type steel (1b), transverse direction M shaped steel (1c), U-shaped connector (1d)；The central filler of light gauge cold-formed steel shape framework (1) has foam cement
Core (2)；Self-leveling cement surface layer (3) is Nian Jie with foam cement core (2), and self-leveling cement surface layer (3) and cold bending thin wall
Structural steel frame (1) is connected by tapping screw, light gauge cold-formed steel shape framework (1), foam cement core (2), self-leveling cement face
Layer (3) connection comprising modules assembled combined wall.
Between adjacent two modular assemblies formula combined wall in the horizontal direction on be respectively equipped with square steel tube (6), square steel tube (6) leads to
Two groups of high-strength bolts (7) are crossed to be fixedly connected with vertical M shaped steel (1a)；Square steel tube (6), two groups of high-strength bolts (7) and adjacent two wall
Connector (4) between vertical M shaped steel (1a) the composition wall body module of body, is realized adjacent by the connector (4) between wall body module
Level connection joint between two modular assembly formula combined walls.
Two prescription steel pipes (6), two prescriptions are respectively equipped with modular assembly formula combined wall and floor modules vertical direction
Steel pipe (6) is fixedly connected by another two groups of high-strength bolts (7) with transverse direction M shaped steel (1c)；Two prescription steel pipes (6), two groups of high-strength spiral shells
The connector (5) between horizontal M shaped steel (1c) composition wall and floor modules in bolt (7) and wall body module, floor modules, passes through
Connector (5) between wall and floor modules realizes the vertical connection between wall body module and floor modules.
Light gauge cold-formed steel shape framework (1) is by by modularization measure good vertical M shaped steel (1a), vertical C-type steel
(1b), transverse direction M shaped steel (1c) are put into pre-determined bit on factory lines workbench, and vertical M shaped steel (1a) makes with transverse direction M shaped steel (1c)
Rectangular frame is constituted by self-drilling connection with U connectors (1d)；Vertical C-type steel (1b) is mutually hung down with transverse direction M shaped steel (1c)
It is direct-connected to connect composition decussate texture, the rectangular frame that the decussate texture is constituted with vertical M shaped steel (1a), transverse direction M shaped steel (1c)
Inwall passes through self-drilling connection.
Vertical M shaped steel (1a) in light gauge cold-formed steel shape framework (1), vertical C-type steel (1b), transverse direction M shaped steel (1c), U-shaped
Connector (1d), the wall thickness of square steel tube (6) are the light gauge cold-formed steel shape of 0.7mm-3mm, and intensity is Q235, Q345, LQ550 etc..
The model M8-M16 of high-strength bolt (7).Vertical M shaped steel (1a), the section form of transverse direction M shaped steel (1c) are M shapes, spill, convex
Shape, a few fonts, swallow-tail form etc..
The cement of foam cement core (2) is for sulphate aluminium cement or portland cement addition foaming agent foam solidify
Into its dry density is 200-500Kg/m3, more than or equal to 2Mpa, thermal conductivity factor is less than 0.055w/m.k for compression strength.Its material
Type can also be simultaneously other light heat insulation materials, and such as polystyrene foam, light aggregate concrete, cement mixes with lightweight aggregate
Thing etc..
Anticracking material in self-leveling cement surface layer (3) is a diameter of 2mm-6mm reinforced mesh or glass fibre, and cement is
Ordinary cement, improvement cement, portland-type cement, aluminate class cement etc., the thickness of self-leveling cement surface layer (3) is 1mm-
10mm；Self-leveling cement surface layer (3) after solidification is Nian Jie with foam cement core (2) firmly, and with light gauge cold-formed steel shape framework
(1) it is connected by tapping screw, tapping screw is smaller than when being connected with vertical M shaped steel (1a) and transverse direction M shaped steel (1c)
In 150mm, tapping screw is smaller than equal to 300mm when being connected with vertical C-type steel (1b).
Surface decoration layer in self-leveling cement surface layer (3) can be fabricated to different decorative designs, reach decorations
Effect, such as brickwork joint pattern, pattern followed rock, watt rib pattern.
Surface decoration layer in self-leveling cement surface layer (3) can be fabricated to the effect of the decorations of different colours, such as
Use the various ornament materials such as coloured cement, various building coatings, plank, PVC board, aluminium-plastic panel, glued board, ceramic tile.
Connector (4) between wall body module is to combine supporting square steel tube (6) using the cross sectional shape of vertical M shaped steel (1a)
By the fixed connection for being formed of high-strength bolt (7).
Connector (5) between wall and floor modules is to be combined supporting side using the cross sectional shape of transverse direction M shaped steel (1c)
Steel pipe (6) is by the fixed connection for being formed of high-strength bolt (7).
The present invention is that the improvement based on traditional light gauge cold-formed steel shape assembled wall is lifted, in contrast advantages of the present invention
It is：
1st, during foam cement core inserts light gauge cold-formed steel shape framework as heat-insulation layer is cast-in-place, the insulation not only played is made
With, and the deformation of cold-rolled forming section can be limited, improve the bearing capacity of integral wall module.
2nd, vertical, the transverse edge component in light gauge cold-formed steel shape framework use M shaped steel, can not only make full use of its section
Face characteristic provides bearing capacity higher, and its cross sectional shape can be utilized to form the connection between reliable wallboard.
3rd, the additional self-leveling cement surface layer of light gauge cold-formed steel shape framework, not only can more improve the horizontal shear energy of wall
Power, cracking resistance, shock resistance, and the inside and outside decorations of wall body module can be completed.
4th, in actual production, each component enters line number to wall body module by factory lines completely according to modulated dimension
Wordization is processed, assembles, connected automatically, is not only able to ensure the quality of production and precision reduction assembly difficulty, and production efficiency pole
Big lifting, saves substantial amounts of labour cost, reduces overall cost.
5th, wall body module is in actual installation, the module formed by the M shaped steel in wall, square steel tube, high-strength bolt it
Between Novel connection type more stable, secure attachment can be not only provided, and the installation effectiveness between module can be improved.
The assembling degree at scene is lifted to whole wall mould by the installation of each component in traditional light gauge cold-formed steel shape assembled wall
The installation of block, greatly improves assembled in situ degree, saves the duration.
6th, modular assembly formula combined wall of the invention be structure set load-bearing, insulation, decorations integration wall,
Integrated and assembling degree is high, and lower cost for material, and labour cost is largely saved, and overall cost is cheap, simple structure.
Brief description of the drawings
Fig. 1 is light gauge cold-formed steel shape block schematic illustration.
Fig. 2 is light gauge cold-formed steel shape framing component decomposing schematic representation.
Fig. 3 is U-shaped connector schematic diagram.
Fig. 4 is vertical, transverse direction, U-shaped connector self-drilling connection schematic diagram.
Fig. 5 is tapping screw preformed hole, high-strength bolt preformed hole floor plan (note in light gauge cold-formed steel shape framework：+ be
Tapping screw preformed hole, ● be high-strength bolt preformed hole).
Fig. 6 is self-leveling cement surface layer and its high-strength bolt preformed hole schematic diagram.
Fig. 7 is between wall body module, plan is connected between wall and floor modules.
Fig. 8 is connected mode figure (section B-B sectional view) between wall body module.
Fig. 9 is connected mode figure between wall body module and floor modules (Section A-A sectional view).
Figure 10 is connected mode detail drawing between wall body module.
Figure 11 is the overall structure figure of modular assembly formula combined wall.
In figure：
The vertical M shaped steel of 1- light gauge cold-formed steel shapes framework, 1a-, the vertical C-type steels of 1b-, 1c- transverse direction M shaped steel, the connection of 1d-U shapes
Connector between part, 2- foam cements core, 3- self-leveling cements surface layer, 4- wall body modules, between 5- walls and floor modules
Connector, 6- square steel tubes, 7- high-strength bolts.
Specific embodiment
Preferred forms of the invention are described in detail below in conjunction with technical scheme and accompanying drawing：
Modular assembly formula combined wall is manufactured：
During specific implementation, the modular dimension blanking of modular assembly formula combined wall first according to actual needs is well vertical
M shaped steel (1a), vertical C-type steel (1b), transverse direction M shaped steel (1c), U-shaped connector (1d), accompanying drawing 1,2 is pressed by above-mentioned four kinds of components
Form carries out pre-connection on factory lines, and then 4 connected mode tapping screw is attached to form cold with reference to the accompanying drawings
Curved light-gauge steel section framework (1)；
By above-mentioned light gauge cold-formed steel shape framework (1) by the punching press on the intelligent digitalized pressing equipment streamline of factory of accompanying drawing 5
Go out tapping screw preformed hole, high-strength bolt (7) preformed hole；
By accompanying drawing 5 on the intelligent digitalized installation equipment streamline of factory by the self tapping in light gauge cold-formed steel shape framework (1)
Tapping screw is screwed into screw preformed hole, tapping screw is to protrude light gauge cold-formed steel shape framework (1) in incomplete tight condition
Outer surface 5mm-8mm, is pre-loaded into high-strength bolt (7) in high-strength bolt preformed hole；
The light gauge cold-formed steel shape framework (1) that tapping screw and high-strength bolt (7) will be screwed into is put into pipeline template, will be by
The cement slurry of certain proportioning is poured into light gauge cold-formed steel shape framework (1), and lays reinforced mesh or glass fibre, by it
Leveling forms layer below the self-leveling cement surface layer (3) of 10mm；
To be poured into light gauge cold-formed steel shape framework (1) after the foam cement slurry and foaming agent of certain proportioning uniformly mixing,
Foam cement core (2) is formed by leveling, foaming and intumescing；The foam cement core (2) for having hardened, the tapping screw for protruding can
Layer below self-leveling cement surface layer (3) and light gauge cold-formed steel shape framework (1) is compound integral；
Foam cement core (2) excision of light gauge cold-formed steel shape framework (1) upper surface will be protruded, will be by certain proportioning
Cement slurry is poured into light gauge cold-formed steel shape framework (1), and lays reinforced mesh or glass fibre, is flattened to form 10mm
Self-leveling cement surface layer (3) above layer；After layer reaches certain intensity above self-leveling cement surface layer (3), the demoulding,
Removing high-strength bolt (7) can be fabricated to modular assembly formula combined wall.
The connected mode of modular assembly formula combined wall：
The floor modules (be formed around horizontal M shaped steel 1c) supporting with modular assembly formula combined wall are positioned over leveling
Ground on, will be put into the horizontal M shaped steel (1c) of floor upper surface middle concave with the square steel tube (6) of preformed hole, and pass through
With the horizontal M shaped steel (1c) in floor be connected horizontal square steel tube (6) in the horizontal direction by high-strength bolt (7), then by lower end band
The modular assembly formula combined wall for having spill transverse direction M shaped steel (1c) is enclosed within horizontal square steel tube (6), with high-strength bolt (7) edge
Horizontal direction is connected, and forms connected mode between wall body module and floor modules as of fig. 9 shown.
By the vertical square steel tube (6) of vertical M shaped steel (1a) insertion in the right side of the above-mentioned wall assembled with floor modules, and edge
Vertical high-strength bolt is connected, and the vertical M shaped steel (1a) on the left of another wall body module is inserted in into vertical square steel tube (6), downside set
Enter the horizontal square steel tube (6) in floor modules, horizontal, the vertical bolt hole and the bolt alignment of square steel tube of wall body module are used
High-strength bolt is connected, and forms connected mode between wall body module as shown in Figure 8.
Claims (9)
1. a kind of modular assembly formula combined wall, it is characterised in that：Combined wall includes light gauge cold-formed steel shape framework (1), hair
Soaked loam core material (2), the connector (4) between self-leveling cement surface layer (3), wall body module, the connection between wall and floor modules
Part (5), square steel tube (6), high-strength bolt (7)；Light gauge cold-formed steel shape framework (1) includes vertical M shaped steel (1a), vertical C-type steel
(1b), transverse direction M shaped steel (1c), U-shaped connector (1d)；The central filler of light gauge cold-formed steel shape framework (1) has foam cement core
(2)；Self-leveling cement surface layer (3) is Nian Jie with foam cement core (2), and self-leveling cement surface layer (3) and light gauge cold-formed steel shape
Framework (1) is connected by tapping screw, light gauge cold-formed steel shape framework (1), foam cement core (2), self-leveling cement surface layer (3)
Connection comprising modules assembled combined wall；
Between adjacent two modular assemblies formula combined wall in the horizontal direction on be respectively equipped with square steel tube (6), square steel tube (6) is by two
Group high-strength bolt (7) is fixedly connected with vertical M shaped steel (1a)；Two prescription steel pipes (6), two groups of high-strength bolts (7) and adjacent two wall
Connector (4) between vertical M shaped steel (1a) the composition wall body module of body, is realized adjacent by the connector (4) between wall body module
Level connection joint between two modular assembly formula combined walls；
Two prescription steel pipes (6), two prescription steel pipes are respectively equipped with modular assembly formula combined wall and floor modules vertical direction
(6) it is fixedly connected with transverse direction M shaped steel (1c) by another two groups of high-strength bolts (7)；Two prescription steel pipes (6), two groups of high-strength bolts (7)
The connector between wall and floor modules is constituted with the horizontal M shaped steel (1c) in wall body module, floor modules, by wall and building
Connector (5) between plate module realizes the vertical connection between wall body module and floor modules.
2. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Light gauge cold-formed steel shape framework
(1) it is that factory will be put into by the good vertical M shaped steel (1a) of modularization measure, vertical C-type steel (1b), transverse direction M shaped steel (1c)
Pre-determined bit on production line working platform, vertical M shaped steel (1a) passes through tapping screw with transverse direction M shaped steel (1c) using U connectors (1d)
Connection composition rectangular frame；Vertical C-type steel (1b) is mutually connected vertically composition decussate texture with transverse direction M shaped steel (1c), and this ten
The rectangular frame inwall that character form structure is constituted with vertical M shaped steel (1a), transverse direction M shaped steel (1c) passes through self-drilling connection.
3. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Light gauge cold-formed steel shape framework
(1) the vertical M shaped steel (1a) in, vertical C-type steel (1b), transverse direction M shaped steel (1c), U-shaped connector (1d), the wall of square steel tube (6)
Thickness is the light gauge cold-formed steel shape of 0.7mm-3mm, and intensity is Q235, Q345 or LQ550；The model M8-M16 of high-strength bolt (7)；
Vertical M shaped steel (1a), the section form of transverse direction M shaped steel (1c) are M shapes or concave or convex or a few fonts or swallow-tail form.
4. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Foam cement core (2)
Cement add foaming agent foam solidification to form for sulphate aluminium cement or portland cement, its dry density is 200-500Kg/
m3, more than or equal to 2Mpa, thermal conductivity factor is less than 0.055w/m.k for compression strength；The material type of foam cement core (2) is
Polystyrene foam or light aggregate concrete or cement and lightweight aggregate mixture.
5. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Self-leveling cement surface layer
(3) anticracking material in is a diameter of 2mm-6mm reinforced mesh or glass fibre, and cement is ordinary cement or improvement cement or silicon
Barbiturates cement or aluminate class cement；The thickness of self-leveling cement surface layer (3) is 1mm-10mm；Self-leveling cement after solidification
Surface layer (3) is Nian Jie with foam cement core (2) firmly and to be connected with light gauge cold-formed steel shape framework (1) by tapping screw, and is erected
Tapping screw is smaller than equal to 150mm, with vertical C-type steel (1b) phase when being connected to M shaped steel (1a) and transverse direction M shaped steel (1c)
Tapping screw is smaller than equal to 300mm when even.
6. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Connection between wall body module
Part (4) is to combine supporting square steel tube (6) using the cross sectional shape of vertical M shaped steel (1a) to be formed by the way that high-strength bolt (7) is fixed
Connection.
7. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Between wall and floor modules
Connector (5) be using transverse direction M shaped steel (1c) cross sectional shape combine supporting square steel tube (6) by high-strength bolt (7) consolidate
The connection being shaped as.
8. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Modular assembly formula is combined
Manufacturing for wall is as follows,
During specific implementation, the modular dimension blanking of modular assembly formula combined wall first according to actual needs well vertical M types
Steel (1a), vertical C-type steel (1b), transverse direction M shaped steel (1c), U-shaped connector (1d), by above-mentioned four kinds of components on factory lines
Pre-connection is carried out, is then attached to form light gauge cold-formed steel shape framework (1) with tapping screw；
Above-mentioned light gauge cold-formed steel shape framework (1) on the intelligent digitalized pressing equipment streamline of factory is stamped out into tapping screw pre-
Box out, high-strength bolt (7) preformed hole；
By in the tapping screw preformed hole in light gauge cold-formed steel shape framework (1) on the intelligent digitalized installation equipment streamline of factory
Tapping screw is screwed into, tapping screw is to protrude light gauge cold-formed steel shape framework (1) outer surface 5mm- in incomplete tight condition
8mm, is pre-loaded into high-strength bolt (7) in high-strength bolt preformed hole；
The light gauge cold-formed steel shape framework (1) that tapping screw and high-strength bolt (7) will be screwed into is put into pipeline template, will be by certain
The cement slurry of proportioning pour into light gauge cold-formed steel shape framework (1), and lay reinforced mesh or glass fibre, flattened
Form layer below the self-leveling cement surface layer (3) of 10mm；
To be poured into light gauge cold-formed steel shape framework (1) after the foam cement slurry and foaming agent of certain proportioning uniformly mixing, passed through
Leveling, foaming and intumescing form foam cement core (2)；The foam cement core (2) for having hardened, the tapping screw for protruding can be by certainly
Layer is compound with light gauge cold-formed steel shape framework (1) integral below levelling cement surface layer (3)；
Foam cement core (2) excision of light gauge cold-formed steel shape framework (1) upper surface will be protruded, will be by the cement of certain proportioning
Slurry is poured into light gauge cold-formed steel shape framework (1), and lays reinforced mesh or glass fibre, flatten oneself that to form 10mm
Layer above levelling cement surface layer (3)；After layer reaches certain intensity above self-leveling cement surface layer (3), the demoulding, dismounting
High-strength bolt (7) can be fabricated to modular assembly formula combined wall.
9. a kind of modular assembly formula combined wall according to claim 1, it is characterised in that：Modular assembly formula is combined
The connected mode of wall：
By the floor modules supporting with modular assembly formula combined wall, it is formed around horizontal M shaped steel (1c), is positioned over leveling
Ground on, will be put into the horizontal M shaped steel (1c) of floor upper surface middle concave with the square steel tube (6) of preformed hole, and pass through
With the horizontal M shaped steel (1c) in floor be connected horizontal square steel tube (6) in the horizontal direction by high-strength bolt (7), then by lower end band
The modular assembly formula combined wall for having spill transverse direction M shaped steel (1c) is enclosed within horizontal square steel tube (6), with high-strength bolt (7) edge
Horizontal direction is connected, and forms connected mode between wall body module and floor modules；
By the vertical square steel tube (6) of vertical M shaped steel (1a) insertion in the right side of the wall assembled with floor modules, and vertically with height
Strength bolt is connected, and the vertical M shaped steel (1a) on the left of another wall body module is inserted in into vertical square steel tube (6), and building slab is inserted in downside
Horizontal square steel tube (6) in block, by horizontal, the vertical bolt hole and the bolt alignment of square steel tube of wall body module, uses high-strength bolt
Connection, forms connected mode between wall body module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335304.8A CN104912230B (en) | 2015-06-16 | 2015-06-16 | A kind of modular assembly formula combined wall and its connected mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335304.8A CN104912230B (en) | 2015-06-16 | 2015-06-16 | A kind of modular assembly formula combined wall and its connected mode |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104912230A CN104912230A (en) | 2015-09-16 |
| CN104912230B true CN104912230B (en) | 2017-06-16 |
Family
ID=54081631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510335304.8A Expired - Fee Related CN104912230B (en) | 2015-06-16 | 2015-06-16 | A kind of modular assembly formula combined wall and its connected mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104912230B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863110B (en) * | 2016-04-14 | 2018-02-09 | 北京工业大学 | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system |
| CN105863112B (en) * | 2016-04-14 | 2018-11-13 | 北京工业大学 | A kind of modularization light gauge cold-formed steel shape assembled wall and its connection type |
| CN106088400A (en) * | 2016-06-24 | 2016-11-09 | 北京工业大学 | A kind of modular assembly formula light gauge cold-formed steel shape combined wall |
| CN107740511B (en) * | 2017-11-22 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Module wall system |
| CN108560795A (en) * | 2018-03-14 | 2018-09-21 | 沈阳建筑大学 | A kind of light steel of assembled-foam concrete composite floor and its construction method |
| CN109162383A (en) * | 2018-10-10 | 2019-01-08 | 新疆远大华美建筑工业有限公司 | A kind of assembled Composite Sandwich wallboard and preparation method thereof based on steel house |
| CN109537767A (en) * | 2018-11-19 | 2019-03-29 | 重庆汇凯钢结构建筑有限公司 | A kind of cell board and window integrated system and preparation method thereof |
| CN111502108A (en) * | 2020-04-28 | 2020-08-07 | 贵州大学 | Cold-formed thin-wall C-shaped steel edge-wrapped phosphogypsum module infilled wall and manufacturing method thereof |
| CN111561074B (en) * | 2020-04-29 | 2021-06-22 | 北京建院装饰工程设计有限公司 | Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof |
| CN112900549A (en) * | 2021-01-21 | 2021-06-04 | 保定远恒节能科技有限公司 | Frameless hidden pipeline type evaporation precooling device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2270083Y (en) * | 1996-05-03 | 1997-12-10 | 洪文章 | Quick removing and assembling type fireproof movable partition wall |
| CN101487305A (en) * | 2009-01-22 | 2009-07-22 | 李秋义 | Self-bearing self-heat preserving assembly type building external wall system |
| CN201546346U (en) * | 2009-11-16 | 2010-08-11 | 上海阁敦思工程项目管理咨询有限公司 | Building assembly type internal partition wall system |
| WO2014039278A2 (en) * | 2012-08-24 | 2014-03-13 | Allsteel Inc. | Modular wall system |
| CN204252378U (en) * | 2014-11-05 | 2015-04-08 | 北京中天方舟建材技术发展有限公司 | Light cement foam inner partition plate |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040226259A1 (en) * | 2004-07-15 | 2004-11-18 | Thermoformed Block Corp. | System for the placement of modular fill material forming co-joined assemblies |
-
2015
- 2015-06-16 CN CN201510335304.8A patent/CN104912230B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2270083Y (en) * | 1996-05-03 | 1997-12-10 | 洪文章 | Quick removing and assembling type fireproof movable partition wall |
| CN101487305A (en) * | 2009-01-22 | 2009-07-22 | 李秋义 | Self-bearing self-heat preserving assembly type building external wall system |
| CN201546346U (en) * | 2009-11-16 | 2010-08-11 | 上海阁敦思工程项目管理咨询有限公司 | Building assembly type internal partition wall system |
| WO2014039278A2 (en) * | 2012-08-24 | 2014-03-13 | Allsteel Inc. | Modular wall system |
| CN204252378U (en) * | 2014-11-05 | 2015-04-08 | 北京中天方舟建材技术发展有限公司 | Light cement foam inner partition plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104912230A (en) | 2015-09-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912230B (en) | A kind of modular assembly formula combined wall and its connected mode | |
| CN206070835U (en) | A kind of assembled architecture bottom composite floor | |
| CN105863110B (en) | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system | |
| CN101845852B (en) | Light steel and light concrete structural system and construction method thereof | |
| CN107780576A (en) | A kind of assembled architecture bottom composite floor and its connected mode | |
| CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN105863112A (en) | Modular cold-bent thin-wall type steel combined wall and connection method thereof | |
| CN104110095A (en) | Pre-cast shear wall and production method thereof | |
| CN206418663U (en) | A kind of prefabricated combined wall board of novel fabricated H types | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN102251596B (en) | Manufacture process of ultralight foam cement heat-insulation metal-surface sandwich board used in light steel plant | |
| CN111075107A (en) | Assembled combined concrete external wall board and preparation and installation method thereof | |
| CN110005104A (en) | A kind of fabricated heat preservation decoration integrative laminated floor slab and its construction method | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN208105502U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN106088400A (en) | A kind of modular assembly formula light gauge cold-formed steel shape combined wall | |
| CN210621917U (en) | Assembled light steel house system | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN106368445A (en) | Existing building reinforcing and self-supporting thermal insulation integrated system and construction method | |
| CN103556754A (en) | Single-line reinforcement thermal insulation bearing shear wall with T-shaped hidden posts at end parts and manufacturing method of shear wall | |
| CN207228454U (en) | One kind is cast-in-place to build heat-insulating integral formula inclined roof construction | |
| CN216766350U (en) | Assembled vacuum insulation composite wallboard | |
| CN206337672U (en) | A kind of useless brick facing prefabricated thermal insulation exterior wall plate | |
| CN205444514U (en) | Bearing light insulation intergral template | |
| CN211172360U (en) | Assembled prefabricated steel structure frame support room |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170616 Termination date: 20200616 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |