CN107893497A - A kind of in-situ reinforced concrete slab Flexible formwork assembly - Google Patents
A kind of in-situ reinforced concrete slab Flexible formwork assembly Download PDFInfo
- Publication number
- CN107893497A CN107893497A CN201711483023.2A CN201711483023A CN107893497A CN 107893497 A CN107893497 A CN 107893497A CN 201711483023 A CN201711483023 A CN 201711483023A CN 107893497 A CN107893497 A CN 107893497A
- Authority
- CN
- China
- Prior art keywords
- formwork assembly
- tension force
- setting
- flexible formwork
- reinforced concrete
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 39
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 23
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 20
- 239000000835 fiber Substances 0.000 claims abstract description 66
- 239000004744 fabric Substances 0.000 claims abstract description 39
- 210000003205 muscle Anatomy 0.000 claims abstract description 39
- 239000011083 cement mortar Substances 0.000 claims abstract description 26
- 238000007580 dry-mixing Methods 0.000 claims abstract description 24
- 238000005056 compaction Methods 0.000 claims abstract 2
- 230000006641 stabilisation Effects 0.000 claims abstract 2
- 238000011105 stabilization Methods 0.000 claims abstract 2
- 239000000463 material Substances 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 5
- 229920002994 synthetic fiber Polymers 0.000 claims description 5
- 241000196324 Embryophyta Species 0.000 claims description 4
- 241001092459 Rubus Species 0.000 claims description 4
- 235000017848 Rubus fruticosus Nutrition 0.000 claims description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 239000012209 synthetic fiber Substances 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 229920000742 Cotton Polymers 0.000 claims description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 claims description 2
- 239000011398 Portland cement Substances 0.000 claims description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 2
- 240000000359 Triticum dicoccon Species 0.000 claims description 2
- 239000004411 aluminium Substances 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims description 2
- 150000002739 metals Chemical class 0.000 claims description 2
- 239000011490 mineral wool Substances 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 239000002245 particle Substances 0.000 claims description 2
- 229920000642 polymer Polymers 0.000 claims description 2
- 239000003469 silicate cement Substances 0.000 claims description 2
- 239000010902 straw Substances 0.000 claims description 2
- 239000000126 substance Substances 0.000 claims description 2
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 2
- 229920003002 synthetic resin Polymers 0.000 claims description 2
- 239000000057 synthetic resin Substances 0.000 claims description 2
- 210000002268 wool Anatomy 0.000 claims description 2
- 244000082204 Phyllostachys viridis Species 0.000 claims 1
- -1 wire Chemical class 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009434 installation Methods 0.000 abstract description 4
- 230000035939 shock Effects 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 7
- 150000001875 compounds Chemical class 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009736 wetting Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229920004933 Terylene® Polymers 0.000 description 1
- 229920002522 Wood fibre Polymers 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 235000015110 jellies Nutrition 0.000 description 1
- 239000008274 jelly Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000005020 polyethylene terephthalate Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 210000003371 toe Anatomy 0.000 description 1
- 239000002025 wood fiber 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of in-situ reinforced concrete slab Flexible formwork assembly, it is main to include setting connecting elements, tension force muscle, fiber cloth, web and/or cordage, dry mixing cement mortar；Tension force muscle and web and/or cordage, dry mixing cement mortar are uniformly fixed between two layers of fiber cloth, and with shape silk thread longitudinally and/or laterally stabilization by compaction between two layers of fiber cloth, and the end or edge of tension force muscle and fiber cloth and web or cordage are fixed to form edges of boards and appear, formed using the tension force muscle appeared, be tensioned clamping or be anchored fixed Flexible formwork assembly.Product of the present invention is easy to personalized precision customized, the personalizable selection such as its specification, shape and tension force muscle fastener, built-in fitting, convenience in transport and construction and installation, it is fast with speed of application, and cleanableization is constructed, without the demoulding and maintenance, the advantages that engineering cost of labor is relatively low, and shock resistance shock resistance is strong.
Description
Technical field
The present invention relates to building material technical field, and in particular to a kind of in-situ reinforced concrete slab Flexible formwork assembly.
Background technology
Currently, architectural engineering generally uses monolithic reinforced concrete structure beam, and its basic operational procedure is first built, then
By the fixed template of size shape of design beam, then prick and set reinforcing bar, then jacketed band tightener, then pour into a mould concrete slurry tamping, treat
After concrete setting hardening has enough support strengths, then form removal.Although rigid template used（Predominantly plank sheathing or bamboo mould
Plate or steel form or aluminum alloy mould plate or enhanced plastic template）Can repeatedly it use, but die-filling and form removal construction
Complex procedures, security is poor, and the accuracy guarantee of the size and dimension of beam is poor, and human cost is high.More allow and engineering construction side and apply
Work square toes pain is long construction period, because normal concrete typically needs one week after pouring to the intensity curing time needed for form removal
Left and right or even longer, has a strong impact on project progress.Secondly, the structural beams after form removal still need the daily regular watering of personnel or
Applying film moisture-keeping maintaining for a period of time, otherwise, may because dehydration is burnt out and intensity is too poor（It is commonly called as burning out）Or cracking is scrapped.Furthermore
Structural beams after form removal because hydrated cementitious jelly grade not yet complete its low strength easily because of the collision in work progress part
Damage, often there is the situation that structural beams need to repair.
The content of the invention
The present invention is readily transported in order to solve the above technical problems, providing one kind, without built, but can quickly be laid and can be with
The concrete slurry of cast combines to form the in-situ reinforced concrete slab Flexible formwork assembly of overall floor.
It is a kind of in-situ reinforced concrete slab flexible die that the present invention, which solves the technical scheme that its technical problem uses,
Plate, it is main to include setting connecting elements, tension force muscle, fiber cloth, web and/or cordage, dry mixing cement mortar；Tension force muscle with
Web and/or cordage, dry mixing cement mortar are uniformly fixed between two layers of fiber cloth, and with shape silk thread longitudinal direction and/or
Lateral compacting is stable between two layers of fiber cloth, prevents that uniform dry mixing cement mortar and cordage, tension force muscle therebetween from sliding, and
The end or edge of tension force muscle and fiber cloth and web or cordage fix to form edges of boards and appear, and is formed using appearing
Tension force muscle, it is tensioned clamping or is anchored fixed Flexible formwork assembly.In use, plus water wetting is that curable to be hardened to globality good
Rigid template.
Further, the tension force muscle is steel wire rope or chain or natural fiber rope or synthetic resin fiber rope or reinforcing bar or type
Steel.
Further, tension force muscle is uniformly solid with 200~2000mm spacing and web and/or cordage, dry mixing cement mortar
Due between two layers of fiber cloth.
Further, the setting connecting elements includes the shape and size for stablizing flexible composite board and made flexible multiple
Plywood be easy to the assembled setting edges of boards of laying, and/or setting cuff, and/or shaped frame, and/or setting bar and connecting rod and/or
Hinge and/or band and/or tied silk and/or double buckle and/or setting silk thread and/or snap ring, setting edges of boards combination are fixed on soft
Property composite plate edge, setting bar is fixed on flexible composite board plate face internally and/or externally, and setting cuff is fixed on flexible multiple
The outside of plywood, connecting rod or double buckle or band or tied silk and/or setting silk thread fixing flexible plate in steel wire brambles rope and/
Or steel wire brambles net and dry-mixed double-quick cement mortar material；
Further, the in-situ reinforced concrete slab can be made into foldable with Flexible formwork assembly depending on the selection difference of tension force muscle material
Formula Flexible formwork assembly or can circumvolution formula Flexible formwork assembly, the thickness of Flexible formwork assembly can be optionally 5~30mm, and length and width dimensions regard building building
The design of layer determines, also may be designed as 500~3000mm of wide cut edges of boards, can also set overlap joint component or clamping component or locking structure
Part etc. can be seamlessly connected the component of Flexible formwork assembly；The concrete slurry being cast in template can form entirety with template strong bonded
Floor construction.
Further, the settable moistureproof dust-proof paster in the surface of the Flexible formwork assembly or plastic sheeting, or posted using one side
The fiber cloth of moistureproof dust-proof paster or film, to prevent a small amount of dry mixing cement mortar dust from escaping pollution environment and protection against the tide.
Further, the dry mixing cement mortar is the mixture of dry-mixed silicate cement silt particle material, or for bulk chopped fiber and
The mixture of fibers mortar material of dry mixing cement mortar, it can also use quick setting and rapid hardening portland cement or sulphate aluminium cement and sand
The mixed material of stone.
Further, the fiber cloth, web, cordage, setting silk thread by inorfil and/or animal and plant fiber and/
Or synthetic fibers are made；The inorfil includes wire（Such as steel wire, copper wire）, glass fibre, alumina fibre, alumina silicate
The metals such as fiber, mineral wool or inorganic mineral material fiber, described animal and plant fiber include but is not limited to cotton fibriia, bamboo and wood
Fiber, rice wheat straw rod fibers, wool, silk fiber etc., the synthetic fibers are high molecular polymer chemical fibre such as terylene, continuous synthetic fibre
Deng.
Multiple Flexible formwork assemblies of the present invention can form pattern plate bolster.
Beneficial effect of the present invention：
1）The invention with traditional cement, sand material, each fiber and high-tensile steel wires rope tension muscle etc. be made it is existing around
Reinforced concrete floor Flexible formwork assembly, it is simple in construction and easily manufactured, carried for the expansion application of traditional cement cementitious material
A kind of brand-new scheme is supplied.
2）Provide one kind for industry and civil building engineering and be readily transported, fast and easy installation, add water wetting can be hard
Rigid template is turned to, or can directly be hardened to the rigid template of an entirety after cast concrete slurry together with concrete,
Without form removal, beneficial to accelerating construction progress, construction quality is improved, is also beneficial to clean construction and energy-saving and emission-reduction and environmental protection.
3）Product is easy to personalized precision customized, and its specification, shape and tension force muscle fastener, built-in fitting etc. can individual characteies
Change selection, be easy to by Client application requirement be made different additional functions and different characteristics can Fast Installation Flexible formwork assembly, side
Just transport and construction and installation, have speed of application it is fast, and cleanableization construct, without the demoulding with conserve, engineering cost of labor compared with
The advantages that low, and shock resistance shock resistance is strong.
Brief description of the drawings
Fig. 1 is a kind of Flexible formwork assembly cross-sectional view of in-situ reinforced concrete slab of the present invention；
Fig. 2 is a kind of Flexible formwork assembly cross-sectional view of in-situ reinforced concrete slab with shaped frame of the present invention；
Fig. 3 is the structural representation of the flexible compound template of a kind of moistureproof dust-proof paster of band of the invention and link supports.
Embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.
Embodiment 1
It is shown in Figure 1, for a kind of Flexible formwork assembly of in-situ reinforced concrete slab of the present invention, including setting connecting elements
1st, tension force muscle 2, dry mixing cement mortar 3, fiber cloth 4, cordage 5, the setting connecting elements 1 include setting edges of boards 101, snap ring
102nd, shaped bar 103, setting silk thread 104, and tension force muscle 2 and fiber cloth are fixed with the edges of boards 101 that shape, snap ring 102 and setting bar 103
4 end, the tension force muscle are steel wire rope, and tension force muscle is equal with 2000mm spacing and web and cordage, dry mixing cement mortar
Cloth is fixed between two layers of fiber cloth.Three row's tension force muscle 2 uniformly are fixed as interior muscle so that the silk thread 104 that shapes is longitudinally spaced, with fiber
Cloth 4 is the plate face up and down of Flexible formwork assembly, be filled in tension force muscle 2 and the space in fibre three-dimensional space that fiber cloth 4 is formed in
Dry mixing cement mortar 3 is active cementitious matter, and the reasonable layout combination of above-mentioned material forms Flexible formwork assembly, and setting silk thread 104 passes through
Fiber cloth 4 and dry mixing cement mortar 3, cordage 5 and the tension force muscle 2 being compacted between fiber cloth 4, prevent its relative slip；Add water
Wetting can be cured as rigid mould sheet frame.
The fiber cloth, web, cordage, setting silk thread are made up of inorfil steel wire.
Embodiment 2
It is shown in Figure 2, it is a kind of Flexible formwork assembly of in-situ reinforced concrete slab with shaped frame of the present invention, including it is fixed
Shape connecting elements 1, tension force muscle 2, dry mixing cement mortar 3, fiber cloth 4, web 6, the setting connecting elements 1 include shape keeping plate for sealing
Side 101, setting silk thread 104, shaped frame 105, tied silk 107, with connecting plate 101 and the fixation tension force of tied silk 107 muscle 2, the fiber of shaping
The end of net 6 and fiber cloth 4, the middle part of tension force muscle 2, web 6 and fiber cloth 4 is fixed with shaped frame 105 and tied silk 107, with
Setting silk thread 104 it is longitudinally spaced it is uniform to fix three row's webs 6 be interior muscle, the plate face up and down with fiber cloth 4 for Flexible formwork assembly, with
The dry mixing cement mortar 3 being filled in the space in the fibre three-dimensional space that tension force muscle 2, web 6 and fiber cloth 4 are formed is activity
Cementitious matter, the reasonable layout combination of above-mentioned material form Flexible formwork assembly, and setting silk thread 104 is through fiber cloth 4, web 6 and presses
Dry mixing cement mortar 3 and web 6 between real fiber cloth 4, prevent its Relative sliding；Water wetting is added to be cured as rigid mould
Sheet frame.
Embodiment 3
It is shown in Figure 3, for a kind of moistureproof dust-proof paster of band of the present invention and the flexible compound template of link supports, including setting
Bindiny mechanism's part 1（Including L-shaped clamp 109, snap ring 102, setting bar 103, connecting rod 108 and setting silk thread 104）, tension force muscle 2,
Dry mixing cement mortar 3, fiber cloth 4, cordage 5, web 6 and moistureproof dust-proof paster 7；L-shaped clamp 109, setting bar 103, card
Ring 102 combines the edge for being fixed on flexible compound template, and setting bar 103 is fixed on the outside of the plate face of Flexible formwork assembly, tension force muscle 2
The middle of fiber cloth 4 is distributed in, four row's cordage 5, two row's webs 6 are distributed in the both sides of tension force muscle 2, positioned at two layers of fiber cloth 4
Between, with the dry mixing cement mortar being filled in the space in the fibre three-dimensional space that cordage 5, web 6 and fiber cloth 4 are formed
3 be active cementitious matter；To shape silk thread 104 and interval is symmetricly set on the connecting rod 108 of fiber cloth plate face about 4 and is compacted flexibility
Template, prevent Relative sliding between dry mixing cement mortar 3 in flexible compound template, cordage 5, web 6 and tension force muscle 2；
The surface of Flexible formwork assembly is additionally provided with moistureproof dust-proof paster 7, to prevent a small amount of dry mixing cement mortar dust from escaping pollution environment, simultaneously
It is moistureproof.
Claims (9)
1. a kind of in-situ reinforced concrete slab Flexible formwork assembly, it is characterised in that main to include setting connecting elements, tension force
Muscle, fiber cloth, web and/or cordage, dry mixing cement mortar；Tension force muscle and web and/or cordage, dry mixing cement sand
Slurry be uniformly fixed between two layers of fiber cloth, and with shape silk thread longitudinally and/or laterally stabilization by compaction between two layers of fiber cloth,
And the end or edge of tension force muscle and fiber cloth and web or cordage are fixed to form edges of boards and appear, available appear is formed
Tension force muscle, be tensioned clamping or be anchored fixed Flexible formwork assembly.
2. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1, it is characterised in that the tension force muscle is
Steel wire rope or chain or natural fiber rope or synthetic resin fiber rope or reinforcing bar or shaped steel.
3. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that tension force muscle with
200~2000mm spacing and web and/or cordage, dry mixing cement mortar are uniformly fixed between two layers of fiber cloth.
4. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that the setting
Connecting elements includes setting edges of boards, and/or setting cuff, and/or shaped frame, and/or setting bar and connecting rod and/or hinge
And/or band and/or tied silk and/or double buckle and/or setting silk thread and/or snap ring, setting edges of boards combination are fixed on flexible multiple
The edge of plywood, setting bar are fixed on flexible composite board plate face internally and/or externally, and setting cuff is fixed on flexible composite board
Outside, steel wire brambles rope and/or steel in connecting rod or double buckle or band or tied silk and/or setting silk thread fixing flexible plate
Silk brambles net and dry-mixed double-quick cement mortar material.
5. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that described cast-in-place
Reinforced concrete floor can be made into folding Flexible formwork assembly depending on the selection difference of tension force muscle material with Flexible formwork assembly or can circumvolution
Formula Flexible formwork assembly.
6. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that the flexibility
The surface of template sets moistureproof dust-proof paster or plastic sheeting, or the fiber of moistureproof dust-proof paster or film is posted using one side
Cloth.
7. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that described dry-mixed
Cement mortar is the mixture of dry-mixed silicate cement silt particle material, or is bulk chopped fiber and the mixture of fibers of dry mixing cement mortar
Mortar material, or use quick setting and rapid hardening portland cement or the mixed material of sulphate aluminium cement and sandstone.
8. in-situ reinforced concrete slab Flexible formwork assembly according to claim 1 or 2, it is characterised in that the fiber
Cloth, web, cordage, setting silk thread are made up of inorfil and/or animal and plant fiber and/or synthetic fibers.
9. in-situ reinforced concrete slab Flexible formwork assembly according to claim 8, it is characterised in that the inorfil
For in the metals such as wire, glass fibre, alumina fibre, alumina silicate fibre, mineral wool or inorganic mineral material fiber extremely
Few one kind, described animal and plant fiber is cotton fibriia, in bamboo and woods fiber, rice wheat straw rod fibers, wool, silk fiber at least
One kind, the synthetic fibers are high molecular polymer chemical fibre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711483023.2A CN107893497B (en) | 2017-12-29 | 2017-12-29 | Flexible template for cast-in-situ reinforced concrete floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711483023.2A CN107893497B (en) | 2017-12-29 | 2017-12-29 | Flexible template for cast-in-situ reinforced concrete floor slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107893497A true CN107893497A (en) | 2018-04-10 |
| CN107893497B CN107893497B (en) | 2024-01-30 |
Family
ID=61808868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711483023.2A Active CN107893497B (en) | 2017-12-29 | 2017-12-29 | Flexible template for cast-in-situ reinforced concrete floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107893497B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098433A (en) * | 2018-07-22 | 2018-12-28 | 绿山高科建设科技有限公司 | It is a kind of using concrete reinforcement as the pre- building materials template of main material |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128151A (en) * | 1994-10-31 | 1996-05-21 | Maeda Corp | Precast form board |
| JPH1018543A (en) * | 1996-07-05 | 1998-01-20 | Rinotetsuku:Kk | Fiber structure for cement mortar capable of being placed thickly |
| CN201531081U (en) * | 2009-06-29 | 2010-07-21 | 上海盈创装饰设计工程有限公司 | High performance glass fiber reinforced cement board |
| CN102261158A (en) * | 2011-05-24 | 2011-11-30 | 中国建筑科学研究院 | Building composite board |
| CN207776197U (en) * | 2017-12-29 | 2018-08-28 | 长沙紫宸科技开发有限公司 | In-situ reinforced concrete slab Flexible formwork assembly |
-
2017
- 2017-12-29 CN CN201711483023.2A patent/CN107893497B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128151A (en) * | 1994-10-31 | 1996-05-21 | Maeda Corp | Precast form board |
| JPH1018543A (en) * | 1996-07-05 | 1998-01-20 | Rinotetsuku:Kk | Fiber structure for cement mortar capable of being placed thickly |
| CN201531081U (en) * | 2009-06-29 | 2010-07-21 | 上海盈创装饰设计工程有限公司 | High performance glass fiber reinforced cement board |
| CN102261158A (en) * | 2011-05-24 | 2011-11-30 | 中国建筑科学研究院 | Building composite board |
| CN207776197U (en) * | 2017-12-29 | 2018-08-28 | 长沙紫宸科技开发有限公司 | In-situ reinforced concrete slab Flexible formwork assembly |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098433A (en) * | 2018-07-22 | 2018-12-28 | 绿山高科建设科技有限公司 | It is a kind of using concrete reinforcement as the pre- building materials template of main material |
| CN109098433B (en) * | 2018-07-22 | 2020-10-02 | 广东博智林机器人有限公司 | Pre-building material template with concrete reinforcing steel bars as main raw materials |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107893497B (en) | 2024-01-30 |
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