CN108018992A - A kind of casting reinforced concrete beam Flexible formwork assembly - Google Patents
A kind of casting reinforced concrete beam Flexible formwork assembly Download PDFInfo
- Publication number
- CN108018992A CN108018992A CN201711473594.8A CN201711473594A CN108018992A CN 108018992 A CN108018992 A CN 108018992A CN 201711473594 A CN201711473594 A CN 201711473594A CN 108018992 A CN108018992 A CN 108018992A
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- formwork assembly
- flexible formwork
- setting
- muscle
- template
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- 238000009415 formwork Methods 0.000 title claims abstract description 78
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 27
- 238000005266 casting Methods 0.000 title claims abstract description 20
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- 239000000835 fiber Substances 0.000 claims abstract description 58
- 239000004744 fabric Substances 0.000 claims abstract description 36
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- 238000007580 dry-mixing Methods 0.000 claims abstract description 20
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- 230000006641 stabilisation Effects 0.000 claims abstract description 3
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- 229910000831 Steel Inorganic materials 0.000 claims description 23
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- 241000196324 Embryophyta Species 0.000 claims description 4
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims description 4
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Abstract
A kind of casting reinforced concrete beam Flexible formwork assembly, including setting muscle bar, setting rib, setting silk thread, fiber cloth, web and/or cordage, dry mixing cement mortar and muscle shape fastener；The setting muscle bar is connected to form the amorphous framework of Flexible formwork assembly with the stomidium or hook of adjacent setting rib or clamping, the web and/or cordage, dry mixing cement mortar, amorphous framework is uniformly fixed between two layers of fiber cloth, and stabilization by compaction is longitudinally and/or laterally fastened in two layers of fiber cloth through fiber cloth with the silk thread that shapes, form structural beams Flexible formwork assembly product convenience in transport of the present invention and construction and installation, it is fast with speed of application, and cleanableization is constructed, without the demoulding and maintenance, engineering cost of labor is relatively low, the advantages that structural column size and dimension is precisely and shock resistance shock resistance is strong, there is vast market prospect.
Description
Technical field
The present invention relates to building material technical field, and in particular to a kind of casting reinforced concrete beam Flexible formwork assembly.
Background technology
Currently, architectural engineering popularization uses monolithic reinforced concrete structure beam, 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 generally needs one week after pouring to the intensity curing time needed for form removal
Left and right or even longer, seriously affects 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
, often there is the situation that structural beams need to repair in damage.
The content of the invention
The technical problem to be solved in the present invention is overcome the deficiencies of the prior art and provide a kind of casting reinforced concrete beam
With Flexible formwork assembly, gained Flexible formwork assembly is readily transported, can rapid construction go along with sb. to guard him that to form structural beams framed.
Further technical problems to be solved of the invention are to provide a kind of casting reinforced concrete beam Flexible formwork assembly, add
Water wetting is hardened to rigid structure beam form frame, and perfect overall structure beam can be combined to form with the concrete slurry of cast,
And maintenance to structural beams and construction collide with to form the Flexible formwork assembly of structural preservation.
The solve the above problems technical solution of use of the present invention is a kind of casting reinforced concrete beam Flexible formwork assembly, main
To include requiring the setting muscle bar of design, according to the section configuration of structural beams and the both ends of size design according to the length dimension of structural beams
The with holes or setting rib of hook or fastener, setting silk thread, fiber cloth, web and/or cordage, dry mixing cement mortar and
Muscle shape fastener；The setting muscle bar is connected to form determining for Flexible formwork assembly with the stomidium or hook of adjacent setting rib or clamping
Shape skeleton, the web and/or cordage, dry mixing cement mortar, amorphous framework are uniformly fixed between two layers of fiber cloth, and
To shape, silk thread longitudinally and/or laterally fastens stabilization by compaction in two layers of fiber cloth through fiber cloth, is formed with the muscle bar that shapes
The cement mortar material for the fiber cloth parcel fixed for axis, with the muscle bar that shapes together with adjacent setting rib group is formed one by one
The structural beams of plate face Flexible formwork assembly
Further, one end of the muscle shape fastener is articulated with the muscle bar of Flexible formwork assembly side with 150~1500mm spacing,
The muscle shape fastener other end can clamping Flexible formwork assembly opposite side, form the groove of pourable concrete slurry.
The casting reinforced concrete beam Flexible formwork assembly of the present invention, can form pattern plate bolster by multiple Flexible formwork assemblies.
Further, the setting muscle bar can use reinforcing bar or angle steel or channel steel or steel wire or rope or other high intensity materials
Material, Flexible formwork assembly installation after its shape muscle bar be in Flexible formwork assembly corner position and/or strengthen position, if structural beams be it is square if its
The quantity of setting muscle bar used is at least the corner quantity of the structural beams designed in Flexible formwork assembly, as the corner of square structure beam is
4 can use 4 setting muscle bars, if structural beams be it is circular if in its Flexible formwork assembly the quantity of setting muscle bar used be more than 2；Institute
Angle steel or channel steel or reinforcing bar or steel disc or other high-strength materials can be used by stating setting rib, and the right and wrong shape for the rib that shapes is to set
The section shape of structural beams is counted, if section is that square structure Liangqi rib is straight rib, the edge of section is arc
Using the arc rib of design radian, every group of visual feelings of setting rib are set with 150~1500mm spacing；The muscle shape fastener
By that can be made with the metal material or nonmetallic materials or composite material of concrete secure bond.
Further, cast-in-situ steel reinforced concrete beam Flexible formwork assembly can be shaping template or foldable template；The setting mould
The setting muscle bar of plate and neighbouring two groups of setting ribs are connected to each other and junction is restrained or the restrained formation in corner is rigid
Flute profile template, can only be stored or be transported with template shape, and when use is mounted directly, after laying reinforcing bar in flute profile template, fixing muscle shape
Fastener, adds water wetting to be cured as rigid template.In the foldable template, by setting muscle bar and setting rib（It is i.e. fixed
Shape skeleton）It is support, rotatable using between the muscle bar adjacent plate face of Flexible formwork assembly determined by axis that shapes and spread out as tablet, can
One of folding template outside is fixed with one group of muscle shape fastener on plate face side, can be stored or be transported with plate-like form, during use
Need first to fix the shaping template frame for being allowed to become flute profile with corner locating element or locating rod, after laying reinforcing bar in flute profile pattern plate bolster,
Fixing muscle shape fastener, adds water wetting to be cured as rigid mould sheet frame；The concrete being poured into pattern plate bolster can be with pattern plate bolster
Strong bonded forms overall structural beams.
Further, the setting muscle bar and setting rib can also be welded and fixed as rigid backbone.
Further, the end of casting reinforced concrete beam Flexible formwork assembly can also set end plate or set connecting elements, even
Connection member is used to be connected with the template of lower part and top beam column, and concrete slurry is from even when end plate and connector are used to prevent from pouring into a mould
Connect place's leakage；The connecting elements is the jag or hooking part and/or tongue-and-groove mechanism and/or primary and secondary buckle mechanism for being fixed on end
And/or band mechanism or zipper or Pressure sensitive adhesive tape etc..
Further, the surface of template can set moisture-proof dust-proof paster or plastic film, or be posted using single side moisture-proof dust-proof
The fiber cloth of paster or film, to prevent a small amount of cement dust from escaping pollution environment and moisture-proof.
Further, the dry mixing cement mortar is dry-mixed portland cement and the mixture of sand material or sandstone, or is bulk
The dry-mixed fibre mortar of the mixture of staple fiber and dry mixing cement mortar, can also use quick setting and rapid hardening portland cement powder or sulphur aluminium
The mixed material of acid salt cement powder and dry sandstone.
Further, the fiber cloth, web, cordage, setting silk thread for inorfil and/or animal and plant fiber and/
Or synthetic fibers are made, the inorfil includes wire（Such as steel wire）, glass fibre, alumina fibre, alumina silicate fibre,
The metals such as mineral wool or inorganic mineral material fiber, the animal and plant fiber include but not limited to cotton fibriia, bamboo and woods 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 etc..
Further, the monolithic reinforced concrete structure beam Flexible formwork assembly, can also be first with the web and/or fibre
Dimension rope, dry mixing cement mortar are longitudinally and/or laterally compacted be fixed between two layers of fiber cloth and flexible template die are made with the silk thread that shapes,
It is connected respectively with two groups or one group of setting rib with the muscle bar that shapes again and amorphous framework is made, amorphous framework is fixed on flexible template die
Inner side or the outside for being fixed on flexible template die, form structural beams inner frame Flexible formwork assembly or outer skeleton Flexible formwork assembly；Inner frame
The skeleton of protectiveness Flexible formwork assembly forms the permanent reinforcing rib of monoblock type with structural beams；The skeleton of outer skeleton protectiveness Flexible formwork assembly
It can recycle and reuse, or be used as the embedded skeleton of structural beams fitting-up；Flexible template die can also be respectively prepared and determine
Shape skeleton, transports and stores respectively, and construction site is using the affixed separation combination for being assembled into pattern plate bolster in connector scene during use
Formula Flexible formwork assembly or pattern plate bolster.
Multiple Flexible formwork assemblies of the present invention can form pattern plate bolster.
Beneficial effect of the present invention：
1）The protection of building structure column is made with traditional cement, sand material, each fiber and reinforcing rib etc. in the invention
Property Flexible formwork assembly, it is simple in structure and easily manufactured, for traditional cement cementitious material expansion application provide it is a kind of brand-new
Scheme.
2）Provide one kind for industry and civil building engineering and be readily transported, fast and easy installation, adds water wetting can be hard
Turn to that structural column is rigidly framed, or overall rigid mould directly can be hardened to together with concrete after cast concrete slurry
Frame, without form removal, and can conserve from water seasoning or overlay film, prevent that concrete structure column dehydration from burning out or the guarantor of collsion damage
Shield property Flexible formwork assembly, beneficial to accelerating construction progress, improves construction quality, is also beneficial to clean construction and energy-saving and emission-reduction and environment is protected
Shield.
3）Product is easy to personalized precision customized, its specification, shape and amorphous framework component, built-in fitting etc. can individual characteies
Change selection, easy to which different additional functions and the quick-installed Flexible formwork assembly of different characteristics are made by Client application requirement, 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
It is low, structural column size and dimension precisely and shock resistance shock resistance it is strong the advantages that, have vast market prospect.
Brief description of the drawings
Fig. 1 is the cast-in-situ steel reinforced concrete beam setting Flexible formwork assembly and pattern plate bolster structure diagram of the embodiment of the present invention 1；
Fig. 2 is a kind of reinforced beam foldable flexible template of the embodiment of the present invention 2 and the structure diagram of pattern plate bolster；
Fig. 3 is a kind of reinforced beam foldable flexible template expanded schematic diagram of the embodiment of the present invention 2
Fig. 4 is a kind of Flexible formwork assembly of cast-in-situ steel reinforced concrete beam with moisture-proof dust-proof paster, hollow pipe of the embodiment of the present invention 3
And pattern plate bolster structure diagram；
Embodiment
The present invention is described in further detail below in conjunction with specific embodiments and the drawings.
Embodiment 1
It is shown in Figure 1, shape Flexible formwork assembly for a kind of cast-in-situ steel reinforced concrete beam of the present invention, including the muscle bar 101 that shapes,
Shape 6,4 rib 102, setting silk thread 2, fiber cloth 3, web 4, dry mixing cement mortar 5 and muscle shape fastener setting muscle bars
101 are fixedly connected to form the amorphous framework 1 of Flexible formwork assembly with the hooks of 3 groups of adjacent setting ribs 102, are distributed in amorphous framework
Two layer web 4, dry mixing cement mortar 5 and the amorphous framework 1 at middle part of 1 inner side and outer side are uniformly fixed on two layers of fiber cloth 3
Between, fiber cloth 3 is passed through so that the silk thread 2 that shapes is horizontal and vertical, 4 He of web being compacted in grid-like fastening between fiber cloth 3
Connected setting muscle bar and setting rib and be filled in 5 material of dry mixing cement mortar therein, prevent it from slipping over one another, formed with
The cement mortar material structure that the fiber cloth that setting muscle bar is fixed for axis, with the muscle bar that shapes together with adjacent setting rib group is wrapped up
Into the structural beams Flexible formwork assembly of plate face one by one.Flexible formwork assembly corner position setting muscle bar 101 is using the form of setting angle steel, shape
Wrapped up into the fiber cloth fixed with the muscle bar 101 that shapes for skeleton, with the muscle bar 101 that shapes together with 102 groups adjacent of setting rib
Cement bonded sand material form 3 plate faces structural beams Flexible formwork assembly.In use, determining for biside plate position is fixed with muscle shape fastener 6
The rib of shape muscle bar or stationary phase pair, that is, form the shaping template frame of pourable concrete slurry, adds water wetting to be cured as
Rigid mould sheet frame.
The present embodiment product product is easy to personalized precision customized, its specification, shape and amorphous framework component, pre-buried
The personalizables such as part select, easy to which the quick-installed soft of different additional functions and different characteristics is made by Client application requirement
Property template, convenience in transport and construction and installation, have speed of application it is fast, and cleanableization construct, without the demoulding with conserve, engineering people
The advantages that work cost is relatively low, and structural column size and dimension is precisely and shock resistance shock resistance is strong, there is vast market prospect.
Embodiment 2
A kind of cast-in-situ steel reinforced concrete beam foldable flexible template of the present invention, including setting muscle are shown referring to Fig. 2, Fig. 3
Bar 101, setting rib 102, setting silk thread 2, fiber cloth 3, web 4, dry mixing cement mortar 5 and muscle shape fastener 6,2 are fixed
The stomidium of shape muscle bar 101 and 3 groups of adjacent setting ribs 102 is fixedly connected to form the amorphous framework 1 of Flexible formwork assembly, and it is fixed to be distributed in
Two layer web 4, dry mixing cement mortar 5 and the amorphous framework 1 at middle part of 1 inner side and outer side of shape skeleton are uniformly fixed on two layers of fibre
Between tieing up cloth 3, fiber cloth 3 is passed through so that the silk thread 2 that shapes is horizontal and vertical, the fiber being compacted in grid-like fastening between fiber cloth 3
Net 4 and the setting muscle bar 101 that is connected and setting rib 102 and 5 material of dry mixing cement mortar therein is filled in, prevents it each other
Sliding, forms Flexible formwork assembly, the setting muscle bar 101 and horizontal two adjacent groups setting muscle of the corner position of 3 plate faces of Flexible formwork assembly
Rib 102 is hinged using hinge format, is formed with the muscle bar 101 that shapes for axis, with muscle bar 101 and the adjacent setting rib 102 of shaping
The cement bonded sand material for the fiber cloth parcel that group is fixed together, forms the structural beams Flexible formwork assembly of 3 plate faces.In use, with muscle shape
Fastener 6 fixes the opposite setting rib in biside plate position, that is, forms the shaping template frame of pourable concrete slurry, add water to soak
It can be cured as rigid mould sheet frame.
Embodiment 3
It is shown in Figure 4, for a kind of cast-in-situ steel reinforced concrete beam setting Flexible formwork assembly and pattern plate bolster of the present invention, including setting
It is muscle bar 101, setting rib 102, setting silk thread 2, fiber cloth 3, web 4, dry mixing cement mortar 5, muscle shape fastener 6, porous
8,4 setting muscle bars 101 of hollow pipe 7 and moisture-proof dust-proof paster and the hook of 3 groups of adjacent setting ribs 102 are fixedly connected to form
The amorphous framework 1 of Flexible formwork assembly, be distributed in the two layer web 4 of 1 inner side and outer side of amorphous framework, dry mixing cement mortar 5 and in
The amorphous framework 1 in portion is uniformly fixed between two layers of fiber cloth 3, with the silk thread 2 that shapes it is horizontal and vertical through fiber cloth be in grid
Web and the setting muscle bar that is connected between shape fastening compacting fiber cloth rib and are filled in dry mixing cement therein with shaping
Mortar material, prevents it from slipping over one another, and forms Flexible formwork assembly, Flexible formwork assembly corner position setting muscle bar 101 is using setting angle steel
Form, forms the fiber fixed with the muscle bar 101 that shapes for skeleton, with the muscle bar 101 that shapes together with 102 groups adjacent of setting rib
The cement bonded sand material of cloth parcel forms the structural beams Flexible formwork assembly of 3 plate faces.In use, biside plate is fixed with muscle shape fastener 6
The setting muscle bar of position or the rib of stationary phase pair, that is, form the shaping template frame of pourable concrete slurry, add water to soak
It is cured as rigid template；The porous hollow pipe 7 for setting 8 edge to appear in Flexible formwork assembly, porous hollow pipe 7 are used for after installing
Pre-buried cable pipeline；The surface of Flexible formwork assembly is additionally provided with moisture-proof dust-proof paster 8, to prevent a small amount of dry-mixed mortar dust from escaping dirt
Dye environment is simultaneously moisture-proof.
Claims (10)
1. a kind of casting reinforced concrete beam Flexible formwork assembly, it is characterised in that main to include wanting according to the length dimension of structural beams
Seek the setting muscle bar of design, according to the section configuration of structural beams and the both ends of size design be with holes or the setting muscle of hook or fastener
Rib, setting silk thread, fiber cloth, web and/or cordage, dry mixing cement mortar and muscle shape fastener；It is described setting muscle bar with
The stomidium or hook of adjacent setting rib or clamping are connected to form the amorphous framework of Flexible formwork assembly, the web and/or fibre
Dimension rope, dry mixing cement mortar, amorphous framework are uniformly fixed between two layers of fiber cloth, and to shape silk thread longitudinally and/or laterally
Stabilization by compaction is fastened in two layers of fiber cloth through fiber cloth, is formed using the muscle bar that shapes as axis, with muscle bar and the adjoining of shaping
The cement mortar material for the fiber cloth parcel that setting rib group is fixed together forms the structural beams Flexible formwork assembly of plate face one by one.
2. casting reinforced concrete beam Flexible formwork assembly according to claim 1, it is characterised in that the muscle shape snapping
One end of part is articulated with the muscle bar of Flexible formwork assembly side with 150~1500mm spacing, the muscle shape fastener other end can clamping it is soft
The opposite side of property template, forms the groove of pourable concrete slurry.
3. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the setting
Muscle bar uses reinforcing bar or angle steel or channel steel or steel wire or rope or other high-strength materials, after Flexible formwork assembly installation at its muscle bar that shapes
In the corner position of Flexible formwork assembly and/or strengthen position, the quantity of setting muscle bar used in structural beams is its Flexible formwork assemblies if square
The corner quantity of the structural beams at least designed, the quantity if setting muscle bar used in its Flexible formwork assembly if structural beams are circle are
More than 2；The setting rib uses angle steel or channel steel or reinforcing bar or steel disc or other high-strength materials, the rib that shapes it is right and wrong
Shape is the section shape of design structure beam；The muscle shape fastener for can with the metal material of concrete secure bond or
Nonmetallic materials or composite material are made.
4. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that cast in place reinforced bar mixes
Solidifying Tu Liang is shaping template or foldable template with Flexible formwork assembly；The setting muscle bar of the shaping template and neighbouring two groups of setting
Rib, which is connected to each other, and junction is restrained or corner is restrained forms rigid flute profile template, can only be stored or be transported with template shape
Defeated, when use, is mounted directly, and after laying reinforcing bar in flute profile template, fixing muscle shape fastener, adds water wetting to be cured as rigidity
Template；In the foldable template, supported as setting muscle bar and setting rib, Flexible formwork assembly determined by using the muscle bar that shapes as axis
Adjacent plate face between it is rotatable and spread out as tablet, be fixed with one group of muscle shape button on the outside plate face side of foldable template
Fitting, can be stored or be transported with plate-like form, need first to fix being allowed to become flute profile during use with corner locating element or locating rod
Shaping template frame, after laying reinforcing bar in flute profile pattern plate bolster, fixing muscle shape fastener, adds water wetting to be cured as rigid template
Frame；The concrete being poured into pattern plate bolster can form overall structural beams with pattern plate bolster strong bonded.
5. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the setting muscle
Bar and setting rib are welded and fixed as rigid backbone.
6. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that casting reinforced mixed
The end set end plate of solidifying Tu Liang Flexible formwork assemblies sets connecting elements, and connecting elements is used for the mould with lower part and top beam column
Plate connects；The connecting elements is the jag or hooking part and/or tongue-and-groove mechanism and/or primary and secondary buckle mechanism for being fixed on end
And/or band mechanism or zipper or Pressure sensitive adhesive tape.
7. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the surface of template
Moisture-proof dust-proof paster or plastic film are set, or the fiber cloth of moisture-proof dust-proof paster or film is posted using single side.
8. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the dry-mixed water
Cement mortar is dry-mixed portland cement and the mixture of sand material or sandstone, or is the mixing of bulk staple fiber and dry mixing cement mortar
The dry-mixed fibre mortar of thing, or the mixing using quick setting and rapid hardening portland cement powder or sulphate aluminium cement powder and dry sandstone
Material.
9. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the fiber cloth,
Web, cordage, setting silk thread are made of inorfil and/or animal and plant fiber and/or synthetic fibers, the inorfil
Including wire, glass fibre, alumina fibre, alumina silicate fibre, mineral wool, the animal and plant fiber includes cotton fibriia, bamboo
Wood-fibred, rice and kernel straw fiber, wool and/or silk fiber, the synthetic fibers are high molecular polymer chemical fibre.
10. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, it is characterised in that the cast-in-place steel
Tendon concrete structure beam Flexible formwork assembly, is first indulged with the web and/or cordage, dry mixing cement mortar with the silk thread that shapes
To and/or lateral compacting be fixed between two layers of fiber cloth and flexible template die be made, then with shape muscle bar respectively with two groups or one group
Setting rib, which is connected, is made amorphous framework, and amorphous framework is fixed on the inner side of flexible template die or is fixed on the outside of flexible template die,
Form structural beams inner frame Flexible formwork assembly or outer skeleton Flexible formwork assembly；The skeleton and structural beams of inner frame protectiveness Flexible formwork assembly
Form the permanent reinforcing rib of monoblock type；The skeleton of outer skeleton protectiveness Flexible formwork assembly can recycle and reuse, or as structure
The embedded skeleton of beam fitting-up；Or flexible template die and amorphous framework is respectively prepared, transport and store respectively, when use builds
Building site is using the affixed separate combination type Flexible formwork assembly or pattern plate bolster for being assembled into pattern plate bolster in connector scene.
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| CN201711473594.8A CN108018992A (en) | 2017-12-29 | 2017-12-29 | A kind of casting reinforced concrete beam Flexible formwork assembly |
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| CN201711473594.8A CN108018992A (en) | 2017-12-29 | 2017-12-29 | A kind of casting reinforced concrete beam Flexible formwork assembly |
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| CN108018992A true CN108018992A (en) | 2018-05-11 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108908660A (en) * | 2018-06-28 | 2018-11-30 | 安徽东方钢结构有限公司 | A kind of adjustable formwork of track girder |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2637632A1 (en) * | 1988-10-10 | 1990-04-13 | Sari | Method for in situ construction of a vertical element such as a wall, a shell, a partition, a column or the like; textile material and suspension device for the implementation of this method; vertical construction element which can be produced using this method |
| JPH0498110U (en) * | 1991-01-18 | 1992-08-25 | ||
| JPH0521001U (en) * | 1991-02-18 | 1993-03-19 | 株式会社大林組 | Bending type precast concrete formwork |
| CN206707264U (en) * | 2017-05-23 | 2017-12-05 | 陈坚 | A kind of form for construction engineering |
| CN207700526U (en) * | 2017-12-29 | 2018-08-07 | 长沙紫宸科技开发有限公司 | Casting reinforced concrete beam Flexible formwork assembly |
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2017
- 2017-12-29 CN CN201711473594.8A patent/CN108018992A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2637632A1 (en) * | 1988-10-10 | 1990-04-13 | Sari | Method for in situ construction of a vertical element such as a wall, a shell, a partition, a column or the like; textile material and suspension device for the implementation of this method; vertical construction element which can be produced using this method |
| JPH0498110U (en) * | 1991-01-18 | 1992-08-25 | ||
| JPH0521001U (en) * | 1991-02-18 | 1993-03-19 | 株式会社大林組 | Bending type precast concrete formwork |
| CN206707264U (en) * | 2017-05-23 | 2017-12-05 | 陈坚 | A kind of form for construction engineering |
| CN207700526U (en) * | 2017-12-29 | 2018-08-07 | 长沙紫宸科技开发有限公司 | Casting reinforced concrete beam Flexible formwork assembly |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108908660A (en) * | 2018-06-28 | 2018-11-30 | 安徽东方钢结构有限公司 | A kind of adjustable formwork of track girder |
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Application publication date: 20180511 |