CN207700526U - Casting reinforced concrete beam Flexible formwork assembly - Google Patents
Casting reinforced concrete beam Flexible formwork assembly Download PDFInfo
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- CN207700526U CN207700526U CN201721898286.5U CN201721898286U CN207700526U CN 207700526 U CN207700526 U CN 207700526U CN 201721898286 U CN201721898286 U CN 201721898286U CN 207700526 U CN207700526 U CN 207700526U
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Abstract
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 across fiber cloth with the silk thread that shapes, form structural beams Flexible formwork assembly the utility model product convenience in transport and construction and installation, it is fast with speed of application, and cleanableization is constructed, without demoulding and maintenance, engineering cost of labor is relatively low, the advantages that structural column size and shape are precisely and shock resistance shock resistance is strong, there is vast market prospect.
Description
Technical field
The utility model is related to building material technical fields, and in particular to a kind of casting reinforced concrete beam flexible die
Plate.
Background technology
Currently, architectural engineering is universal uses monolithic reinforced concrete structure beam, and basic operational procedure is first built, then
It by the fixed template of size shape of design beam, then pricks and sets reinforcing bar, then jacketed band tightener, then pour into a mould concrete slurry tamping, wait for
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）It can be repeated as many times and use, but die-filling and form removal construction
Complex procedures, safety is poor, and the accuracy guarantee of the size and shape of beam is poor, and human cost is high.It more allows and engineering construction side and applies
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
It controls or even longer, seriously affects project progress.Secondly, structural beams after form removal there is still a need for the daily regular watering of personnel or
Applying film moisture-keeping maintaining for a period of time, otherwise, may due to dehydration is burnt out intensity it is too poor（It is commonly called as burning out）Or cracking is scrapped.Furthermore
Structural beams after form removal not yet complete its low strength easily part due to the collision in work progress because of hydrated cementitious jelly grade
Often there is the case where structural beams need repairing in damage.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies of the prior art and provide a kind of casting reinforced coagulation
Tu Liang Flexible formwork assemblies, gained Flexible formwork assembly is readily transported, can rapid construction go along with sb. to guard him that form structural beams framed.
The further technical problems to be solved of the utility model are to provide a kind of casting reinforced concrete beam flexible die
Plate adds water wetting to be hardened to rigid structure beam form frame, and can be combined with the concrete slurry of cast and to form perfect whole knot
Structure beam, and maintenance to structural beams and construction collide with to form the Flexible formwork assembly of structural preservation.
The utility model solve the above problems the technical solution adopted is that, a kind of casting reinforced concrete beam flexible die
Plate includes mainly the setting muscle bar designed according to the length dimension requirement of structural beams, according to the section configuration and size design of structural beams
Both ends are with holes or the 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 flexible die with the stomidium or hook of adjacent setting rib or clamping
The amorphous framework of plate, the web and/or cordage, dry mixing cement mortar, amorphous framework are uniformly fixed on two layers of fiber cloth
Between, and stabilization by compaction is longitudinally and/or laterally fastened in two layers of fiber cloth across fiber cloth with the silk thread that shapes, it is formed with fixed
Shape muscle bar is axis, to shape, muscle bar cement mortar material of fixed fiber cloth package together with adjacent setting rib group is constituted
The structural beams of plate face Flexible formwork assembly one by one
Further, one end of the muscle shape fastener is articulated with the muscle of Flexible formwork assembly side with 150~1500mm spacing
On bar, the muscle shape fastener other end can clamping Flexible formwork assembly the other side, form the slot of pourable concrete slurry.
The casting reinforced concrete beam Flexible formwork assembly of the utility model can form pattern plate bolster by multiple Flexible formwork assemblies.
Further, reinforcing bar or angle steel or channel steel or steel wire or rope or other high intensity materials can be used in the setting muscle bar
Material, Flexible formwork assembly installation after its shape muscle bar be in Flexible formwork assembly corner position and/or reinforce position, if structural beams be it is rectangular if its
In Flexible formwork assembly it is used setting muscle bar quantity be at least design structural beams corner quantity, as the corner of square structure beam is
4 can be used 4 setting muscle bars, if structural beams be it is round if in its Flexible formwork assembly the quantity of setting muscle bar used be 2 or more；Institute
It states setting rib and angle steel or channel steel or reinforcing bar or steel disc or other high-strength materials can be used, the right and wrong shape for the rib that shapes is to set
The section shape for counting structural beams is straight rib if section is rectangular structure Liangqi rib, and the edge of section is arc
Using the arc rib of design radian, every group of visual feelings of setting rib are arranged 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 rigidity of being formed in corner
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 that can 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 and spread out as tablet as between the adjacent plate face of Flexible formwork assembly determined by axis using the muscle bar that shapes, it 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, when use
It needs 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 that can be cured as rigid mould sheet frame；The concrete being poured into pattern plate bolster can be with pattern plate bolster
Firm connection forms whole structural beams.
Further, the setting muscle bar and setting rib can also be welded and fixed as rigid backbone.
Further, end plate or setting connecting elements can be also arranged in the end of casting reinforced concrete beam Flexible formwork assembly, even
Connection member with the template of lower part and top beam column for connecting, and concrete slurry is from even when end plate and connector are for preventing cast
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 be arranged 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 the mixture of dry-mixed portland cement and 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 be used 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 be 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 with the silk thread that shapes longitudinally and/or laterally are compacted be fixed between two layers of fiber cloth that flexible template die is made,
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
Inside 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 as the embedded skeleton of structural beams fitting-up；Flexible template die can also be respectively prepared and determine
Shape skeleton is transported and is stored respectively, and construction site is using the affixed separation combination for being assembled into pattern plate bolster in connector scene when use
Formula Flexible formwork assembly or pattern plate bolster.
Multiple Flexible formwork assemblies of the utility model constitute pattern plate bolster.
The utility model advantageous effect：
1）Building structure is made with traditional cement, sand material, each fiber and reinforcing rib etc. in the utility model creativeness
Column protectiveness Flexible formwork assembly, it is simple in structure and easily manufactured, provide one for the expansion application of traditional cement cementitious material
The completely new scheme of kind.
2）It provides one kind for industry and civil building engineering and is readily transported, fast and easy installation adds water wetting can be hard
It turns to that structural column is rigidly framed, or directly can be hardened to whole rigid mould together with concrete after cast concrete slurry
Frame is not necessarily to form removal, and can be conserved from water seasoning or overlay film, prevents concrete structure column dehydration from burning out or the guarantor of collsion damage
Shield property Flexible formwork assembly improves construction quality conducive to accelerating construction progress, and is also conducive to clean construction and energy-saving and emission-reduction and environment is protected
Shield.
3）Product is easy to personalized precision customized, and specification, shape and amorphous framework component, built-in fitting etc. can individual characteies
Change selection, convenient for 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 demoulding with conserve, engineering cost of labor compared with
It is low, structural column size and shape precisely and shock resistance shock resistance it is strong the advantages that, have vast market prospect.
Description of the drawings
Fig. 1 is that the cast-in-situ steel reinforced concrete beam setting Flexible formwork assembly of the utility model embodiment 1 and template mount structure show
It is intended to；
Fig. 2 is a kind of reinforced beam foldable flexible template of the utility model embodiment 2 and the knot of pattern plate bolster
Structure schematic diagram；
Fig. 3 is a kind of reinforced beam foldable flexible template expanded schematic diagram of the utility model embodiment 2
Fig. 4 is a kind of cast-in-situ steel reinforced concrete beam of the utility model embodiment 3 with moisture-proof dust-proof paster, hollow pipe
Flexible formwork assembly and pattern plate bolster structural schematic diagram；
Specific implementation mode
The utility model is described in further detail below in conjunction with specific embodiments and the drawings.
Embodiment 1
It is shown in Figure 1, it is a kind of cast-in-situ steel reinforced concrete beam setting Flexible formwork assembly of the utility model, including setting
Muscle bar 101, setting rib 102, setting silk thread 2, fiber cloth 3, web 4, dry mixing cement mortar 5 and muscle shape fastener 6,4
Setting muscle bar 101 is fixedly connected to form the amorphous framework 1 of Flexible formwork assembly with the hook of 3 groups of adjacent setting ribs 102, is 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 amorphous framework are uniformly fixed on two layers
Between fiber cloth 3, fiber cloth 3 is passed through so that the silk thread 2 that shapes is horizontal and vertical, the fibre being compacted in grid-like fastening between fiber cloth 3
It dimension net 4 and the setting muscle bar being connected and shapes and rib and is filled in 5 material of dry mixing cement mortar therein, prevent it from sliding each other
It moves, is formed using the muscle bar that shapes as axis, with the cement for the muscle bar fixed fiber cloth package together with adjacent setting rib group that shapes
Mortar material constitutes the structural beams Flexible formwork assembly of plate face one by one.Flexible formwork assembly corner position shapes muscle bar 101 using setting angle
The form of steel, formed with the muscle bar 101 that shapes for skeleton, it is fixed together with 102 groups adjacent of setting rib with the muscle bar 101 that shapes
The cement bonded sand material of fiber cloth package constitutes the structural beams Flexible formwork assembly of 3 plate faces.In use, fixing two with muscle shape fastener 6
The setting muscle bar of side plate position or the rib of stationary phase pair, that is, form the shaping template frame of pourable concrete slurry, water added to soak
It can be cured as rigid mould sheet frame.
The present embodiment product product is easy to personalized precision customized, specification, shape and amorphous framework component, pre-buried
The personalizables such as part select, convenient for 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 fast, and cleanableization is constructed, without demoulding with conserve, engineering people
The advantages that work cost is relatively low, and structural column size and shape are precisely and shock resistance shock resistance is strong, there is vast market prospect.
Embodiment 2
It show a kind of cast-in-situ steel reinforced concrete beam foldable flexible template of the utility model referring to Fig. 2, Fig. 3, wraps
Include setting muscle 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 setting muscle bars 101 are fixedly connected to form the amorphous framework 1 of Flexible formwork assembly with the stomidium of 3 groups of adjacent setting ribs 102,
Two layer web 4, dry mixing cement mortar 5 and the amorphous framework 1 at middle part for being distributed in 1 inner side and outer side of amorphous framework are uniformly fixed
Between two layers of fiber cloth 3, with the silk thread 2 that shapes it is horizontal and vertical pass through fiber cloth 3, in grid-like fastening be compacted fiber cloth 3 it
Between web 4 and the setting muscle bar 101 that is connected and setting rib 102 and be filled in 5 material of dry mixing cement mortar therein, prevent
Only it slips over one another, and forms Flexible formwork assembly, the setting muscle bar 101 and lateral adjacent two of the corner position of 3 plate faces of Flexible formwork assembly
Group setting 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 of shaping
102 groups of the rib cement bonded sand material that fixed fiber cloth is wrapped up together, constitutes the structural beams Flexible formwork assembly of 3 plate faces.In use,
The opposite setting rib in both side plate position is fixed with muscle shape fastener 6, that is, forms the shaping template frame of pourable concrete slurry, adds
Water wetting can be cured as rigid mould sheet frame.
Embodiment 3
It is shown in Figure 4, it is a kind of cast-in-situ steel reinforced concrete beam setting Flexible formwork assembly and pattern plate bolster of the utility model,
Including setting muscle bar 101, setting rib 102, setting silk thread 2, fiber cloth 3, web 4, dry mixing cement mortar 5, muscle shape snapping
Part 6,8,4 setting muscle bars 101 of porous hollow pipe 7 and moisture-proof dust-proof paster and the hook of 3 groups of adjacent setting ribs 102 are fixed
Connection forms the amorphous framework 1 of Flexible formwork assembly, is distributed in two layer web 4, the dry mixing cement sand of 1 inner side and outer side of amorphous framework
Slurry 5 and the amorphous framework 1 at middle part are uniformly fixed between two layers of fiber cloth 3, and fiber cloth is passed through so that the silk thread 2 that shapes is horizontal and vertical
Web and the setting muscle bar being connected between fiber cloth are compacted in grid-like fastening and shaped rib and be filled in therein dry
Mixing cement mortar material, prevents it from slipping over one another, and forms Flexible formwork assembly, and Flexible formwork assembly corner position shapes muscle bar 101 using setting
The form of angle steel, with the muscle bar 101 that shapes, for skeleton, to shape, muscle bar 101 is fixed together with 102 groups adjacent of setting rib for formation
Fiber cloth package cement bonded sand material constitute 3 plate faces structural beams Flexible formwork assembly.In use, being fixed with muscle shape fastener 6
The setting muscle bar of both side plate position or the rib of stationary phase pair, that is, form the shaping template frame of pourable concrete slurry, Jia Shuirun
It is wet to be cured as rigid template；The porous hollow pipe 7 that 8 edge of setting are appeared in Flexible formwork assembly, porous hollow pipe 7 is for pacifying
Pre-buried cable pipeline after dress；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
Escape pollution environment and moisture-proof.
Claims (10)
1. casting reinforced concrete beam Flexible formwork assembly, which is characterized in that main includes being set according to the length dimension requirement of structural beams
The setting muscle bar of meter, according to the section configuration of structural beams and the both ends of size design be with holes or the setting rib of hook or fastener,
Shape silk thread, fiber cloth, web and/or cordage, dry mixing cement mortar and muscle shape fastener；The setting muscle bar with it is adjacent
Setting rib stomidium or hook or clamping be connected to form the amorphous framework of Flexible formwork assembly, the web and/or cordage,
Dry mixing cement mortar, amorphous framework are uniformly fixed between two layers of fiber cloth, and longitudinally and/or laterally pass through fibre with the silk thread that shapes
Wei Bu fastens stabilization by compaction between two layers of fiber cloth, is formed using the muscle bar that shapes as axis, with muscle bar and the adjacent setting muscle of shaping
The rib group cement mortar material that fixed fiber cloth is wrapped up together constitutes the structural beams Flexible formwork assembly of plate face one by one.
2. casting reinforced concrete beam Flexible formwork assembly according to claim 1, which is characterized in that the muscle shape snapping
One end of part is articulated with 150~1500mm spacing on the muscle bar of Flexible formwork assembly side, the muscle shape fastener other end can clamping it is soft
The other side of property template, forms the slot of pourable concrete slurry.
3. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, which is characterized in that the setting
Muscle bar is using 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 reinforce position, if structural beams be it is rectangular if in its Flexible formwork assembly setting muscle bar used quantity
The corner quantity of the structural beams at least designed, if structural beams be it is round if in its Flexible formwork assembly the quantity of setting muscle bar used be
2 or more；The setting rib using 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 be 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, which is characterized in that cast in place reinforced bar is mixed
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 that can be cured as rigidity
Template；In the foldable template, by setting muscle bar and the support of setting rib, using the muscle bar that shapes as Flexible formwork assembly determined by 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 when use first be allowed to become flute profile with corner locating element or locating rod fixation
Shaping template frame, after laying reinforcing bar in flute profile pattern plate bolster, fixing muscle shape fastener adds water wetting that can be cured as rigid template
Frame；The concrete being poured into pattern plate bolster can form whole structural beams with pattern plate bolster firm connection.
5. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, which is characterized 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, which is characterized in that casting reinforced mixed
The end set end plate or setting connecting elements of solidifying Tu Liang Flexible formwork assemblies, connecting elements is 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, which is characterized in that the surface of template
Moisture-proof dust-proof paster or plastic film are set, or post the fiber cloth of moisture-proof dust-proof paster or film using single side.
8. casting reinforced concrete beam Flexible formwork assembly according to claim 1 or 2, which is characterized in that the dry-mixed water
Cement mortar is the mixture of dry-mixed portland cement and sand material or sandstone, or the mixing for bulk staple fiber and dry mixing cement mortar
The dry-mixed fibre mortar of object, 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, which is characterized 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, which is characterized in that the cast-in-place steel
Tendon concrete structure beam Flexible formwork assembly, it is first vertical with the silk thread that shapes with the web and/or cordage, dry mixing cement mortar
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 inside 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, it transports and stores 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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| Application Number | Priority Date | Filing Date | Title |
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| CN201721898286.5U CN207700526U (en) | 2017-12-29 | 2017-12-29 | Casting reinforced concrete beam Flexible formwork assembly |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201721898286.5U CN207700526U (en) | 2017-12-29 | 2017-12-29 | Casting reinforced concrete beam Flexible formwork assembly |
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| CN207700526U true CN207700526U (en) | 2018-08-07 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018992A (en) * | 2017-12-29 | 2018-05-11 | 长沙紫宸科技开发有限公司 | A kind of casting reinforced concrete beam Flexible formwork assembly |
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2017
- 2017-12-29 CN CN201721898286.5U patent/CN207700526U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018992A (en) * | 2017-12-29 | 2018-05-11 | 长沙紫宸科技开发有限公司 | A kind of casting reinforced concrete beam Flexible formwork assembly |
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