CN109653405A - Concrete partition and flooring and the plate device and method for protecting support for exempting to tear open panel - Google Patents
Concrete partition and flooring and the plate device and method for protecting support for exempting to tear open panel Download PDFInfo
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- CN109653405A CN109653405A CN201910102617.7A CN201910102617A CN109653405A CN 109653405 A CN109653405 A CN 109653405A CN 201910102617 A CN201910102617 A CN 201910102617A CN 109653405 A CN109653405 A CN 109653405A
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- concrete
- type keel
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- 239000004567 concrete Substances 0.000 title claims abstract description 57
- 238000005192 partition Methods 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000009408 flooring Methods 0.000 title abstract description 11
- 238000003825 pressing Methods 0.000 claims abstract description 54
- 239000011381 foam concrete Substances 0.000 claims abstract description 29
- 238000013005 condensation curing Methods 0.000 claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 11
- 238000009415 formwork Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses plate devices and method for protecting support that a kind of concrete partition and flooring and exempting from tears panel open, including c-type keel, first side plate, second side plate, wooden pressing plate, and wooden liner plate, wherein, several c-type keel are alternatively arranged along the length direction of wall to be poured, c-type keel adhere to first side plate and second side plate along the two sides in width of wall body direction to be poured respectively, wooden liner plate is located at the inside of c-type keel, the two is fixed together by nailing or screw, wooden pressing plate is located at the outside of first side plate and second side plate, it is connected in the position of face c-type keel by nailing or screw and wooden liner plate, and it is removed after foam concrete wall condensation cure.The keel of industrialized production and other component are introduced into the building template of foam concrete partition wall by the present invention, are constructed plate device using assembling mode, are improved industry rate.Wooden pressing plate is connected with wooden liner plate by nailing or screw, and bracket support panel is not necessarily to.
Description
Technical field
The present invention relates to housing industrialization field more particularly to concrete partition, exempts to tear panel plate device open and exempt from the face of tearing open
The method for protecting support of plate and concrete building ground exempt to tear panel plate device open and exempt to tear open the method for protecting support of panel.
Background technique
Foam concrete is also known as foamed cement, lightweight concrete etc., is a kind of useless environmentally friendly, energy saving cheap, self-heat conserving of benefit
And there is non-flame properties novel building energy-saving material, foam concrete partition wall is its typical case, with the biography for using heat preservation plate material
System insulating partition is compared, with the obvious advantage.
Foam concrete partition wall is made up of cast in situs construction, before pouring, is needed to make template and is utilized
Support parts carry out supporting to template, and after pouring partition wall maintenance, template and supporting are required to dismantle, and constrain foam concrete partition wall
Popularization and application.
Chinese patent literature CN206956984U discloses a kind of non-dismantling formwork composite inner wall, the composite inner wall by panel,
Reinforcing bar, to pull rod and coagulation local soil type at.The panel of two sides is by connecting pull rod, in the template free of demolition formed by two sides panel
Interior casting concrete, forming face demoulding plate cast-in-place concrete composite inner wall.
The use of above-mentioned non-dismantling formwork simplifies the manufacturing process of foam concrete partition wall to a certain extent, however also deposits
In some problems: in template building process, laterally and vertical reinforcement needs tie up positioning, compare and take time and effort；Panel needs
Utilize bracket support.
Under the economic technology background for improving housing industry rate, it is necessary to be filled to the template of existing foam concrete partition wall
It sets and is improved.
Summary of the invention
Exempt to tear open panel plate device the purpose of the present invention is to provide a kind of concrete partition and flooring, to realize pair
Panel exempts from bracket support.
Another object of the present invention is to provide the method for protecting support for exempting to tear open panel of a kind of concrete partition and flooring, with
Realization exempts from bracket support to panel.
The object of the invention is also to provide a kind of concrete partitions and building using the plate device production for exempting to tear open panel
Ground.
For this purpose, one aspect of the present invention provide a kind of concrete partition exempt to tear open panel plate device, including c-type keel,
First side plate, second side plate, wooden pressing plate and wooden liner plate, wherein length of several c-type keel along wall to be poured
Direction is alternatively arranged, and the c-type keel adhere to first side plate and second side along the two sides in width of wall body direction to be poured respectively
Plate, the wooden liner plate are located at the inside of c-type keel, and the two is fixed together by nailing or screw, the wooden pressing plate position
It is solid by nailing or screw and wooden liner plate in the position of face c-type keel in the outside of first side plate and second side plate
Even, it and is removed after foam concrete wall condensation cure.
Further, above-mentioned wooden pressing plate is identical with the dimensions of wooden liner plate.
According to another aspect of the present invention, provide a kind of concrete partition exempts to tear open panel plate device, including the first C
Type keel column, the second c-type keel column, diaphragm plate, first side plate, second side plate, wooden pressing plate and wooden liner plate,
In, the first c-type keel column and the second c-type keel column all have wooden liner plate, and the two passes through several diaphragm plate firmwares together, shape
At assembling members, the first side plate and second side plate are located at the two sides of several assembling members, the wooden pressing plate
The outside of first side plate and second side plate is set, passes through nailing or screw and wooden lining in the position of face c-type keel
Plate is connected, and removes after foam concrete wall condensation cure.
Further, above-mentioned first c-type keel column includes c-type keel and the wooden liner plate for being embedded at c-type keel, and the two is logical
It crosses screw or nailing is connected.
According to another aspect of the invention, provide a kind of concrete building ground exempts to tear open panel plate device, including three
Angle truss arm, wooden liner plate, panel and wooden pressing plate, wherein the both ends of the English truss arm are supported on load bearing wall,
Several English truss arms are alternatively arranged, and the wooden liner plate is connected in the bottom of English truss arm, and the panel is located at wooden lining
The bottom of plate, the wooden pressing plate are connected in the position of the wooden liner plate of face by nailing or screw and wooden liner plate, and
It is removed after the condensation cure of concrete building ground.
Further, connecting plate is welded on two reinforcing bars of above-mentioned English truss arm bottom, the wooden liner plate passes through spiral shell
It tethers and is connected on connecting plate.
According to another aspect of the invention, a kind of method for protecting support for exempting to tear open panel of concrete partition is provided, including with
Lower step: concrete skeleton is constructed using light joist, and is connected wooden liner plate on concrete skeleton by nailing or screw；
Wooden pressing plate is set in panels outside, and passes through nailing or screw for two in the position of the wooden wooden liner plate of pressing plate face
Person is connected, and realizes the concreting supporting to panel；And wooden pressing plate is removed after foam concrete wall condensation cure.
The present invention also provides a kind of method for protecting support for exempting to tear open panel on concrete building ground, comprising the following steps: utilizes
Multiple English truss arms construct concrete skeleton, and the wooden liner plate that is connected on concrete skeleton；It is arranged on the downside of panel wooden
Pressing plate, and the two is connected by nailing or screw in the position of the wooden wooden liner plate of pressing plate face, it realizes to panel
Concreting supporting；And the wooden pressing plate is removed after concrete wall condensation cure.
Exempt to tear open panel plate device system using according to concrete partition described above the present invention also provides a kind of
The concrete partition of work.
Exempt to tear open panel plate device using according to concrete building ground described above the present invention also provides a kind of
The concrete building ground of production.
Compared with the plate device of the prior art, the keel of industrialized production are introduced to the building mould of foam concrete partition wall
In plate, the component of keel and other industrialized productions constructs plate device using assembling mode, and utilizes wooden pressing plate and wood
Matter liner plate carries out supporting to panel, is not necessarily to bracket support panel, improves industry rate, production efficiency greatly improved.
Other than objects, features and advantages described above, there are also other objects, features and advantages by the present invention.
Below with reference to figure, the present invention is described in further detail.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present invention, and of the invention shows
Examples and descriptions thereof are used to explain the present invention for meaning property, does not constitute improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the plate device of non-dismantling formwork building partition according to a first embodiment of the present invention；
Fig. 2 is the schematic diagram after plate device cast-in-place foamed concrete shown in FIG. 1；
Fig. 3 is structural schematic diagram of the foam concrete partition wall shown in Fig. 2 after removing retaining-plate；
Fig. 4 is the structural schematic diagram of the c-type keel of plate device according to a first embodiment of the present invention；
Fig. 5 is the structural schematic diagram of the plate device of non-dismantling formwork building partition according to a second embodiment of the present invention；
Fig. 6 is the schematic diagram after plate device cast-in-place foamed concrete shown in fig. 5；
Fig. 7 is structural schematic diagram of the foam concrete partition wall shown in fig. 6 after removing retaining-plate；
Fig. 8 is the A-A cross-sectional view of Fig. 7；
Fig. 9 is the structural schematic diagram of the plate device of non-dismantling formwork building flooring according to a third embodiment of the present invention；
Figure 10 is the schematic diagram after plate device cast-in-place concrete described in Fig. 9；
Figure 11 is structural schematic diagram of the concrete building ground shown in Fig. 10 after removing retaining-plate；And
Figure 12 is the bottom substance schematic diagram of the English truss of building template shown in Fig. 9.
Specific embodiment
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase
Mutually combination.The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
Fig. 1 to Figure 12 is shown according to some embodiments of the present invention.
Fig. 1 to Fig. 4 shows first embodiment according to the present invention, in conjunction with referring to figs. 1 to Fig. 4, in the present embodiment, mould
Panel assembly includes c-type keel 11, first side plate 12, second side plate 13, wooden pressing plate 14 and wooden liner plate 15.
Wherein, c-type keel are alternatively arranged along the length direction of wall to be poured, spacing in 30cm between 50cm, c-type keel
First side plate and second side plate are adhered in two sides along width of wall body direction to be poured (usually in 10cm between 24cm) respectively,
Wooden liner plate (thickness is generally preferred in 18mm to 20mm) is located at the inside of c-type keel, and the two is connected in by nailing or screw
Together, it is respectively arranged with wooden pressing plate on the outside of first side plate and second side plate, the wooden pressing plate is in face c-type keel
Position is connected by nailing or screw and wooden liner plate, for fixing first side plate and second side plate, to exempt bracket pair
The supporting of panel.
After the completion of plate device building, cast-in-place foamed concrete, after foam concrete condensation cure, first side plate
It is integrally formed wall with second side plate and foam concrete, then removes wooden pressing plate.
As shown in figure 4, c-type keel 11 were arranged with slurry hole 11a along its length, for foam concrete circulation.
Compared with the plate device of the prior art, the keel of industrialized production are introduced to the building mould of foam concrete partition wall
In plate, the component of keel and other industrialized productions constructs plate device using assembling mode, improves industry rate.Wooden pressure
Plate is connected with wooden liner plate by nailing or screw, is not necessarily to bracket support panel, production efficiency greatly improved.
Preferably, wooden pressing plate is identical with the specification of wooden liner plate, is used interchangeably with realizing.Wooden pressing plate can be with oblique cloth
It sets in the outside of panel, i.e., same wooden pressing plate can be fixed with the wooden liner plate of multiple c-type keel.
Preferably, wooden liner plate is set at slab joint, and wooden pressing plate carries out wooden liner plate by screw or nailing
It is fixed.
In of the invention, wooden pressing plate is not limited to strip, can be the various shapes for helping to fix panel.
In the present invention, with wooden liner plate c-type keel can as plate device dedicated building materials and largely supply.
Fig. 5 to Fig. 8 shows second embodiment according to the present invention, in conjunction with referring to Fig. 5 to Fig. 8, in the present embodiment, mould
Panel assembly include the first c-type keel column 21, the second c-type keel column 22, diaphragm plate 23, first side plate 24, second side plate 25,
Wooden pressing plate 26 and wooden liner plate 27.
Wherein, the specification of the first c-type keel column and the second c-type keel column is identical, has wooden liner plate, and the two passes through screw
Or nailing is connected, the first c-type keel column and the second c-type keel column are located at the two sides in housing width direction to be poured, if the two passes through
Dry diaphragm plate firmware together, forms assembling members.
Above-mentioned assembling members pour wall length direction along band and are alternatively arranged, and first side plate and second side plate are located at
Wooden pressing plate is respectively arranged on the outside of the two sides of several assembling members, first side plate and second side plate, the wooden pressing plate
Position face the first c-type keel column and the second c-type keel column (face wooden liner plate), and by nailing or screw with it is wooden
Liner plate is connected.
The lower end and/or upper end of above-mentioned first c-type keel column and the second c-type keel column pass through angle steel 28 with being connected to building building
On face or bottom plate.
After the completion of plate device building, cast-in-place foamed concrete, after foam concrete condensation cure, first side plate
It is integrally formed wall with second side plate and foam concrete, then removes wooden pressing plate.
Compared with the plate device of the prior art, wooden pressing plate is connected with wooden liner plate by nailing or screw, without branch
Retaining frame, construction site are cleaner and tidier.
Compared with the plasterboard partition wall of the prior art is difficult to pendant, show using made by partition wall plate device of the invention
It pours in wall, in secondary decoration, wooden liner plate and keel can be used as supporting element, it is adapted to fit screw, thus convenient in metope
Upper mounting suspension member, such as decoration photo frame, wall-mounted TV etc..
In foam concrete partition wall of the invention, c-type keel use silicon using aluminum keel or lightgage steel joist etc., panel
Sour calcium plate, cement fibre pressure plate etc..
The present invention also provides a kind of method for protecting support for exempting to tear open panel of concrete partition, comprising the following steps: using gently
Matter keel construct concrete skeleton, and are connected wooden liner plate on concrete skeleton by nailing or screw；Then outside panel
Wooden pressing plate is arranged in side, and the two is connected by nailing or screw in the position of the wooden wooden liner plate of pressing plate face,
Realize the concreting supporting to panel；And wooden pressing plate is removed after foam concrete wall condensation cure.
The method for protecting support according to the present invention for exempting to tear panel open is cooperated by wooden pressing plate and wooden liner plate, realizes opposite
Plate exempts from bracket support requirement.
Fig. 9 to Figure 12 shows third embodiment according to the present invention, in conjunction with reference Fig. 9 to Figure 12, in the present embodiment,
The plate device on concrete building ground includes English truss arm 31, wooden liner plate 32, panel 33 and wooden pressing plate 34.
Wherein the both ends of English truss arm are supported on load bearing wall, between the width direction or length direction of building flooring
Every arrangement, wooden liner plate is connected in the bottom of English truss arm, panel is located at the bottom of wooden liner plate, the position of wooden liner plate pressure
The wooden liner plate of face, and be connected by nailing or screw and wooden liner plate.
After the completion of plate device building, cast-in-place concrete, after band concrete coagulation solidification, panel and concrete one
Flooring is constituted, wooden pressing plate is then removed.
Preferably, connecting plate 35 is welded on two reinforcing bars of the bottom of English truss arm 31, wooden liner plate 32 passes through bolt
It is connected on connecting plate 35.In other alternative embodiments, wooden liner plate can be bound to English truss arm by steel wire or hook plate
On.
Compared with the plate device of the prior art, wooden pressing plate is connected with wooden liner plate by nailing or screw, stationary plane
Plate is not necessarily to support bracket, and construction site is cleaner and tidier, realizes the factorial production.
The present invention also provides a kind of method for protecting support for exempting to tear open panel on concrete building ground, comprising the following steps: utilizes
Multiple English truss arms construct concrete skeleton, and the wooden liner plate that is connected on concrete skeleton；It is arranged on the downside of panel wooden
Pressing plate, and the two is connected by nailing or screw in the position of the wooden wooden liner plate of pressing plate face, it realizes to panel
Concreting supporting；And the wooden pressing plate is removed after concrete wall condensation cure.
Compared with the cast-in-place flooring of the prior art is difficult to pendant, using made by flooring plate device of the invention
In cast-in-place flooring, in secondary decoration, wooden liner plate can be used as supporting element, be adapted to fit screw, thus convenient in Roofing slab
Upper mounting suspension member, such as pendent lamp, ornaments etc..
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any to repair
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of concrete partition exempts to tear open panel plate device, which is characterized in that including c-type keel, first side plate, second
Side panel, wooden pressing plate and wooden liner plate,
Wherein, several c-type keel are alternatively arranged along the length direction of wall to be poured, and the c-type keel are along width of wall body side to be poured
To two sides adhere to first side plate and second side plate respectively,
The wooden liner plate is located at the inside of c-type keel, and the two is fixed together by nailing or screw, the wooden pressing plate position
It is solid by nailing or screw and wooden liner plate in the position of face c-type keel in the outside of first side plate and second side plate
Even, it and is removed after foam concrete wall condensation cure.
2. concrete partition according to claim 1 exempts to tear open panel plate device, which is characterized in that the wooden pressing plate
It is identical with the dimensions of wooden liner plate.
3. a kind of concrete partition exempts to tear open panel plate device, which is characterized in that including the first c-type keel column, the second c-type dragon
Bone column, diaphragm plate, first side plate, second side plate, wooden pressing plate and wooden liner plate, wherein the first c-type keel column and
Second c-type keel column all has wooden liner plate, and the two together, forms assembling members by several diaphragm plate firmwares,
The first side plate and second side plate are located at the two sides of several assembling members, and the wooden pressing plate setting is the
The outside of side panel and second side plate is connected in the position of face c-type keel by nailing or screw and wooden liner plate, and
And it is removed after foam concrete wall condensation cure.
4. concrete partition according to claim 3 exempts to tear open panel plate device, which is characterized in that first c-type
Keel column includes c-type keel and the wooden liner plate for being embedded at c-type keel, and the two is connected by screw or nailing.
5. panel plate device is exempted to tear open in a kind of concrete building ground, which is characterized in that including English truss arm, wooden liner plate,
Panel and wooden pressing plate,
Wherein, the both ends of the English truss arm are supported on load bearing wall, and several English truss arms are alternatively arranged, the wooden lining
Plate is connected in the bottom of English truss arm, and the panel is located at the bottom of wooden liner plate, and the wooden pressing plate is in the wooden lining of face
The position of plate is connected by nailing or screw and wooden liner plate, and is removed after the condensation cure of concrete building ground.
6. panel plate device is exempted to tear open in concrete building ground according to claim 5, which is characterized in that the triangle purlin
Connecting plate is welded on two reinforcing bars of boom bottom, the wooden liner plate is bolted on connecting plate.
7. a kind of method for protecting support for exempting to tear open panel of concrete partition, which comprises the following steps:
Concrete skeleton is constructed using light joist, and is connected wooden liner plate on concrete skeleton by nailing or screw；
Wooden pressing plate is set in panels outside, and passes through nailing or screw in the position of the wooden wooden liner plate of pressing plate face
The two is connected, realizes the concreting supporting to panel；And
Wooden pressing plate is removed after foam concrete wall condensation cure.
8. a kind of method for protecting support for exempting to tear open panel on concrete building ground, which comprises the following steps:
Concrete skeleton, and the wooden liner plate that is connected on concrete skeleton are constructed using multiple English truss arms；
Wooden pressing plate is set on the downside of panel, and passes through nailing or screw in the position of the wooden wooden liner plate of pressing plate face
The two is connected, realizes the concreting supporting to panel；And
The wooden pressing plate is removed after concrete wall condensation cure.
9. a kind of concrete partition, which is characterized in that use concrete partition according to any one of claim 1 to 4
Exempt from tear open panel plate device production.
10. a kind of concrete building ground, which is characterized in that using exempting from for concrete building ground according to claim 5 or 6
Tear the production of panel plate device open.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910102617.7A CN109653405B (en) | 2019-02-01 | 2019-02-01 | Template device and supporting method for concrete partition wall, floor and disassembly-free panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910102617.7A CN109653405B (en) | 2019-02-01 | 2019-02-01 | Template device and supporting method for concrete partition wall, floor and disassembly-free panel |
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| Publication Number | Publication Date |
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| CN109653405A true CN109653405A (en) | 2019-04-19 |
| CN109653405B CN109653405B (en) | 2024-06-21 |
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| CN201910102617.7A Active CN109653405B (en) | 2019-02-01 | 2019-02-01 | Template device and supporting method for concrete partition wall, floor and disassembly-free panel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114278091A (en) * | 2022-01-05 | 2022-04-05 | 中国地质大学（武汉） | Construction method of gypsum cast-in-place wall |
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| CN105317145A (en) * | 2014-07-30 | 2016-02-10 | 多维联合集团有限公司 | Detachable bottom formwork type steel bar truss deck |
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| CN205348464U (en) * | 2016-02-02 | 2016-06-29 | 北京怡居建筑科技有限公司 | A cast -in -place light composite wall for steel construction house |
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| CN209538459U (en) * | 2019-02-01 | 2019-10-25 | 王胜勇 | A kind of concrete partition and flooring and exempt to tear panel plate device open |
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| CN114278091A (en) * | 2022-01-05 | 2022-04-05 | 中国地质大学（武汉） | Construction method of gypsum cast-in-place wall |
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