CN100381265C - Thin wall box moulding die for reinforcing steel bar concrete filling and its manufacture method - Google Patents
Thin wall box moulding die for reinforcing steel bar concrete filling and its manufacture method Download PDFInfo
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- CN100381265C CN100381265C CNB2006101390594A CN200610139059A CN100381265C CN 100381265 C CN100381265 C CN 100381265C CN B2006101390594 A CNB2006101390594 A CN B2006101390594A CN 200610139059 A CN200610139059 A CN 200610139059A CN 100381265 C CN100381265 C CN 100381265C
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- mould
- slip
- thin
- steel bar
- box
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- 239000004567 concrete Substances 0.000 title claims abstract description 47
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 29
- 238000000034 method Methods 0.000 title claims description 27
- 238000000465 moulding Methods 0.000 title claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 title description 2
- 238000007789 sealing Methods 0.000 claims abstract description 7
- 239000004568 cement Substances 0.000 claims description 50
- 229910000831 Steel Inorganic materials 0.000 claims description 41
- 239000010959 steel Substances 0.000 claims description 41
- 239000000835 fiber Substances 0.000 claims description 38
- 230000007704 transition Effects 0.000 claims description 32
- 239000000463 material Substances 0.000 claims description 27
- 150000001875 compounds Chemical class 0.000 claims description 18
- 239000003795 chemical substances by application Substances 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 12
- 239000004411 aluminium Substances 0.000 claims description 12
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 12
- 229910052782 aluminium Inorganic materials 0.000 claims description 12
- 239000003365 glass fiber Substances 0.000 claims description 12
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 12
- 229910010272 inorganic material Inorganic materials 0.000 claims description 11
- 239000011147 inorganic material Substances 0.000 claims description 11
- 238000002360 preparation method Methods 0.000 claims description 11
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims description 10
- 239000003292 glue Substances 0.000 claims description 9
- 239000011268 mixed slurry Substances 0.000 claims description 9
- 239000004576 sand Substances 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 8
- 238000007667 floating Methods 0.000 claims description 8
- 239000011398 Portland cement Substances 0.000 claims description 7
- 239000000654 additive Substances 0.000 claims description 7
- 230000000996 additive effect Effects 0.000 claims description 7
- 238000012423 maintenance Methods 0.000 claims description 7
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 6
- 239000004917 carbon fiber Substances 0.000 claims description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 6
- 239000003513 alkali Substances 0.000 claims description 5
- 230000004888 barrier function Effects 0.000 claims description 5
- 239000003518 caustics Substances 0.000 claims description 5
- 239000010883 coal ash Substances 0.000 claims description 5
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 5
- 239000000395 magnesium oxide Substances 0.000 claims description 5
- 239000002893 slag Substances 0.000 claims description 5
- -1 ferrous aluminate Chemical class 0.000 claims description 4
- 208000034189 Sclerosis Diseases 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 abstract 1
- 239000002002 slurry Substances 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 12
- 230000002787 reinforcement Effects 0.000 description 10
- 230000014509 gene expression Effects 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- FAHBNUUHRFUEAI-UHFFFAOYSA-M hydroxidooxidoaluminium Chemical compound O[Al]=O FAHBNUUHRFUEAI-UHFFFAOYSA-M 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 239000011256 inorganic filler Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 102000045246 noggin Human genes 0.000 description 1
- 108700007229 noggin Proteins 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Retaining Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Finishing Walls (AREA)
- Producing Shaped Articles From Materials (AREA)
- Revetment (AREA)
Abstract
The invention relates to a method for producing box used to fill concrete bar, wherein it comprises that: coating open box with slurry whose lower wall and four side walls are integrated; putting strengthen bar into open box; sealing the box. The invention has high strength, high vibration resistance and low cost.
Description
The application is that November 29, application number in 1999 are that 99115665.X, name are called the dividing an application of application for a patent for invention of " fiber reinforcement-type light-wall conduit for reinforcing steel bar concrete filling (box) and manufacture method thereof " for the applying date.
(1) technical field
The present invention relates to the mould and the manufacture method thereof of the noggin piece of reinforced concrete.Be specifically related to the mould of filling thin-walled box and the improvement of manufacture method thereof.
(2) background technology
Concrete hollow board, particularly cast-in-situ reinforced concrete hollow slab non-core-drawing pore-creating technology mostly adopt thin-walled box filled, have the advantage of convenient construction and transport.But because its tube wall mostly is a homogenous material (as paper tube), have insufficient strength, non-deformability is poor, the shortcoming that the anti-vibration damage capability is also bad.Therefore, develop a kind of mould of new thin-walled box and manufacture method thereof for being badly in need of.
(3) summary of the invention
The objective of the invention is to overcome the shortcoming of prior art, a kind of high strength, resistance to deformation, thin-walled box that the anti-vibration performance is good are provided, and easy construction, manufacture method that cost is low.
The present invention is a kind of manufacture method of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) makes slip.
(2) paint lower box wall and four opening box that lateral box wall is a unitary whole with slip.
(3) place ribs in the opening box.
(4) integral finish box opening part seals.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) makes slip.
(2) paint lower box wall with slip and four lateral box walls are the unitary whole opening box.
(3) sealing opening box opening part.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) the maintenance sclerosis forms opening box.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) place ribs in the opening box.
The present invention is characterised in that in operation three back compactings floating.
The present invention is characterised in that to seal and is homogenous material.
The present invention is characterised in that described sealing is high-strength compound.
The present invention is characterised in that mould is provided with barrier film or scribbles demoulding spacing agent.
The present invention is characterised in that slip is portland cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or quick-hardening cement by cement inorganic material.
The present invention is characterised in that it is in glass fibre, carbon fiber, the organic fiber one or more that fiber is arranged in the slip.
The present invention is characterised in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 200: 6: 5 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
The present invention is characterised in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 120: 4: 6 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
The present invention is characterised in that the high-strength mixed slurry of preparation, and by cement inorganic material: filler: additive: the weight ratio of fiber is 100: 20-350: 0.01-10: 0.1-15 gets the each component material ready, and other is mixed into high-strength compound slip at suitable quantity of water.
A kind of mould of thin-wall box for steel bar concrete filling, former comprise ambient side die face, bed die face, die face four avris die face die faces inwardly inwardly, and the bed die face mould faces up the peviform die face that loop side die face that four bandings close and bed die face surround.
The present invention is characterised in that one side, two limits, three limits or four avris die faces are vertical with the bed die face.
The present invention is characterised in that the sides adjacent die face is vertical in the four avris die faces.
The present invention is characterised in that in the four avris die faces that two groups, three groups or four groups are vertical, and the sides adjacent wall is vertical.
The present invention is characterised in that in the four avris die faces that one group or two groups of opposite side die faces are parallel.
The present invention is characterised in that there is the transition corner side form face and bed die face junction.
The present invention is characterised in that there is the transition corner side form face and bed die face junction, and the transition corner is an arc angle.
The present invention is characterised in that the junction transition corner of relative both sides die face and bed die face is arc angle.
The present invention is characterised in that former is that side form face and bed die face are the former of one.
The present invention is characterised in that the side form face is the die face on plane.
The present invention is characterised in that the bed die face is the die face on plane.
The present invention is characterised in that the side form face or/and the bed die face is the plane die face of transition corner.
The present invention is characterised in that the side form face and forms molding plane or/and the bed die face is tabular template.
The present invention is characterised in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner.
The present invention is characterised in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner, and the transition angle is an arc angle.
The present invention is characterised in that the tabular template on the one side, two limits, three limits or four limits that constitute the side form face is vertical with the tabular template that constitutes the bed die face.
The present invention is characterised in that the adjacent tabular template that constitutes four avris die faces.
The present invention is characterised in that one group, two groups, three groups, the four groups adjacent templates that constitute four avris die faces are vertical.
The present invention is characterised in that in the four avris die faces that one group or two groups of relative tabular side templates are parallel.
The tube wall of described body is that the composite in proportion high-strength compound of cement inorganic material, filler, fiber is made.It is characterized in that described compound is mixed with additive at home and abroad.
In order to guarantee to implement, concrete does not enter in the box and influence hollow rate, it is characterized in that described opening thin box opening part is provided with hush panel, formation enclosed cavity thin-walled box; The cross section of thin-walled box can be circular square or little arc angle polygon or trapezoidal or other are special-shaped.
The manufacture method of filling reinforced concrete fiber reinforcement type thin-walled box of the present invention is:
(1) specification, size are made tube core mould or former or formpiston as required;
(2) the high-strength compound slip of preparation, by cement inorganic material: filler: additive: the weight ratio of fiber is 100: 120-200: 4-6: 5-8 gets the each component material ready, and other is mixed into high-strength compound slip at suitable quantity of water.
(3) it is floating high-strength compound slip to be coated on the mould compacting, and adoptable worker of its mode or machinery adopt machinery high-strength compound slip to be ejected on the mould by mortar pump or cutting spraying machine, and this mode fiber should prescind, and it is floating to spray the back compacting.
(4) maintenance, the demoulding and obtain described enhancement mode thin-walled box.
In addition, according to aforementioned gained, opening thin box opening size, shape cut to seal plate and be adhered to opening part and form cavity thin-walled box, and described sealing can be homogenous material or high-strength compound; On mould, can be provided with barrier film or scribble demoulding spacing agent; Additive can be one or more in early strength agent, water reducer, set retarder, the glue; Cement inorganic material can be portland cement or sulphate aluminium cement or iron aluminic acid cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or quick-hardening cement or special cement; Fiber can be one or more in glass fibre, carbon fiber, organic fiber, the natural fiber.
(4) description of drawings
Fig. 1 makes the embodiment schematic diagram of filling reinforced concrete fiber reinforcement type thin-walled box with former for expression.
Fig. 2 makes the embodiment schematic diagram of filling reinforced concrete fiber reinforcement type thin-walled box with formpiston for expression.
Fig. 3 is the agent structure schematic diagram of the embodiment one of filling reinforced concrete fiber reinforcement type thin-walled box of the present invention.
Fig. 4 is the agent structure schematic diagram of the embodiment two of filling reinforced concrete fiber reinforcement type thin-walled box of the present invention.
Fig. 5 is the agent structure schematic diagram of the embodiment three of filling reinforced concrete fiber reinforcement type thin-walled box of the present invention.
Fig. 6 is with the molded embodiment schematic diagram of making filling reinforced concrete fiber reinforcement type thin-walled box of tube core.
(5) specific embodiment
That the invention will be further described is as follows below in conjunction with accompanying drawing:
The present invention is a kind of manufacture method of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) makes slip.
(2) paint lower box wall and four opening box that lateral box wall is a unitary whole with slip.
(3) place ribs in the opening box.
(4) integral finish box opening part seals.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) makes slip.
(2) paint lower box wall with slip and four lateral box walls are the unitary whole opening box.
(3) sealing opening box opening part.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) the maintenance sclerosis forms opening box.
The present invention is another manufacture method of a kind of thin-wall box for steel bar concrete filling, it is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) place ribs in the opening box.
The present invention is characterised in that in operation three back compactings floating.
The present invention is characterised in that to seal and is homogenous material.
The present invention is characterised in that described sealing is high-strength compound.
The present invention is characterised in that mould is provided with barrier film or scribbles demoulding spacing agent.
The present invention is characterised in that slip is portland cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or quick-hardening cement by cement inorganic material.
The present invention is characterised in that it is in glass fibre, carbon fiber, the organic fiber one or more that fiber is arranged in the slip.
The present invention is characterised in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 200: 6: 5 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
The present invention is characterised in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 120: 4: 6 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
The present invention is characterised in that the high-strength mixed slurry of preparation, and by cement inorganic material: filler: additive: the weight ratio of fiber is 100: 20-350: 0.01-10: 0.1-15 gets the each component material ready, and other is mixed into high-strength compound slip at suitable quantity of water.
A kind of mould of thin-wall box for steel bar concrete filling, it is characterized in that former comprises ambient side die face, bed die face, die face four avris die face die faces inwardly inwardly, and the bed die face mould faces up the peviform die face that loop side die face that four bandings close and bed die face surround.As shown in Figure 4, former comprises ambient side die face, bed die face, die face four avris die face die faces inwardly inwardly, and the bed die face mould faces up the peviform die face that loop side die face that four bandings close and bed die face surround.
The present invention is characterised in that one side, two limits, three limits or four avris die faces are vertical with the bed die face.As shown in Figure 4, the side form face is vertical with the bed die face.
The present invention is characterised in that the sides adjacent die face is vertical in the four avris die faces.As shown in Figure 4, the sides adjacent die face is vertical in the four avris die faces.
The present invention is characterised in that in the four avris die faces that two groups, three groups or four groups are vertical, and the sides adjacent wall is vertical.As shown in Figure 4, four avris die faces are vertical, and the sides adjacent wall is vertical.
The present invention is characterised in that in the four avris die faces that one group or two groups of opposite side die faces are parallel.As shown in Figure 4, four avris die face opposite side die faces are parallel.
The present invention is characterised in that there is the transition corner side form face and bed die face junction.As shown in Figure 4, there is the transition corner side form face and bed die face junction.
The present invention is characterised in that there is the transition corner side form face and bed die face junction, and the transition corner is an arc angle.As shown in Figure 4, there is the transition corner side form face and bed die face junction, and the transition corner is an arc angle.
The present invention is characterised in that the junction transition corner of relative both sides die face and bed die face is arc angle.As shown in Figure 4, the relative both sides die face and the junction transition corner of bed die face are arc angle.
The present invention is characterised in that former is that side form face and bed die face are the former of one.As shown in Figure 4, former is that side form face and bed die face are the former of one.
The present invention is characterised in that the side form face is the die face on plane.As shown in Figure 4, the side form face is the die face on plane.
The present invention is characterised in that the bed die face is the die face on plane.As shown in Figure 4, the bed die face is the die face on plane.
The present invention is characterised in that the side form face or/and the bed die face is the plane die face of transition corner.As shown in Figure 4, side form face and bed die face are the plane die face of transition corner.
The present invention is characterised in that the side form face and forms molding plane or/and the bed die face is tabular template.As shown in Figure 4, side form face and bed die face are that tabular template forms molding plane.
The present invention is characterised in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner.As shown in Figure 4, there is the transition angle in the tabular template of side form face and bed die face and outer corner.
The present invention is characterised in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner, and the transition angle is an arc angle.As shown in Figure 4, there is the transition angle in the tabular template of side form face and bed die face and outer corner, and the transition angle is an arc angle.
The present invention is characterised in that the tabular template on the one side, two limits, three limits or four limits that constitute the side form face is vertical with the tabular template that constitutes the bed die face.As shown in Figure 4, the tabular template of formation side form face is vertical with the tabular template that constitutes the bed die face.
The present invention is characterised in that the adjacent tabular template that constitutes four avris die faces.As shown in Figure 4, constitute the adjacent tabular template of four avris die faces.
The present invention is characterised in that one group, two groups, three groups, the four groups adjacent templates that constitute four avris die faces are vertical.As shown in Figure 4, it is vertical to constitute the adjacent template of four avris die faces.
The present invention is characterised in that in the four avris die faces that one group or two groups of relative tabular side templates are parallel.As shown in Figure 4, relative tabular side template is parallel in the four avris die faces.
Fig. 3,4,5 has provided the structural representation of the embodiment of filling reinforced concrete fiber reinforcement type thin-walled box of the present invention.Fig. 3 is the circular thin-walled box of open type, and 5 is body, and the tube wall that it is characterized in that body is for to be mixed with additive at home and abroad by composite in proportion high-strength compound of cement inorganic material, filler, fiber or described compound.The thin-walled box cross section that Fig. 4 seals for body two ends band is square embodiment.The thin-walled box cross section that Fig. 5 seals for body two ends band is trapezoidal embodiment.Among Fig. 4,5,5 expression bodys, 6 expressions are sealed.Shown in Fig. 4,5, its described hush panel is packaged on opening thin box opening part mouth of pipe inwall; Described hush panel is packaged on opening thin box opening part tube wall top; Described hush panel is packaged on opening thin box opening part tube wall top and inwall simultaneously.As shown in Figure 3, its described hush panel is circular.Shown in Figure 4, its described hush panel is square; Described hush panel is little arc angle polygon; Described thin-walled box cross section is little arc angle polygon.As shown in Figure 5, its described hush panel is trapezoidal or other is special-shaped.
Provide the embodiment of filling reinforced concrete fiber reinforcement type thin-walled cartridge manufacturing method of the present invention below in conjunction with Fig. 1,2,6 description of drawings.
Embodiment one:
(1) make former, as shown in Figure 1,7 is former;
(2) in sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 200: 6: 5 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength compound slip.
(3) make the recessed portion (this recessed portion can barrier film be set so that demoulding) that slip is injected in the box former with mortar pump with aforementioned, compacting is floating, as shown in Figure 1, and 7 expression formers, 8 expression slips.
(4) after maintenance, the demoulding, make thin-walled box finished product of the present invention.
Embodiment two:
(1) make formpiston, as shown in Figure 2,9 is formpiston;
(2) in portland cement: sand: water reducer and 107 glue: the weight ratio of carbon fiber and organic fiber is 100: 120: 4: 6 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength compound slip.
(3) smear by hand or make the protrusion position that slip is injected in formpiston 9 with the cutting spraying machine with aforementioned, compacting is floating, and as shown in Figure 2,10 is slip, and 9 is formpiston.
(4) after maintenance, the demoulding, make thin-walled box finished product of the present invention.
Embodiment three:
(1) make the tube core mould, as shown in Figure 6,11 is the tube core mould;
(2) in portland cement: sand: set retarder: the weight ratio of organic fiber is 100: 180: 6: 8 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength compound slip.
(3) be coated with one deck demoulding spacing agent on tube core mould 11, with mortar pump the aforementioned slip that makes be injected on the tube core mould, compacting is floating, as shown in Figure 6,11 expression tube core moulds, 12 are expressed as slip.
(4) after maintenance, the demoulding, make thin-walled box finished product of the present invention.
Filling reinforced concrete fiber reinforcement type thin-walled box provided by the invention have intensity height, resistance to deformation, freedom from vibration good, can satisfy various different advantages of filling the concrete demand of finding time, and its manufacture method is easy, with low cost.
Claims (30)
1. the manufacture method of a thin-wall box for steel bar concrete filling is characterized in that:
(1) makes slip.
(2) paint lower box wall and four opening box that lateral box wall is a unitary whole with slip.
(3) place ribs in the opening box.
(4) integral finish box opening part seals.
2. the manufacture method of a thin-wall box for steel bar concrete filling is characterized in that:
(1) makes slip.
(2) paint lower box wall with slip and four lateral box walls are the unitary whole opening box.
(3) sealing opening box opening part.
3. the manufacture method of a thin-wall box for steel bar concrete filling is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) the maintenance sclerosis forms opening box.
4. the manufacture method of a thin-wall box for steel bar concrete filling is characterized in that:
(1) prepares former or formpiston.
(2) slip is coated on side mold in the former and the bed die or and is coated on formpiston outer side mold and end face mould slip.
(3) the peviform slip box of the integral body of cavity side face mould slip and bottom surface mould slip formation opening or formpiston side mold slip and end face mould slip constitute the peviform slip box of the integral body of opening.
(4) place ribs in the opening box.
5. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that in operation three back compactings floating; Perhaps seal and be homogenous material; Perhaps seal and be high-strength compound; Perhaps mould is provided with barrier film or scribbles demoulding spacing agent; Perhaps slip is portland cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or quick-hardening cement or special cement by cement inorganic material; It is in glass fibre, carbon fiber, organic fiber, the natural fiber one or more that fiber is perhaps arranged in the slip.
6. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that slip is by following preparation:
7. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that described slip is portland cement or sulphate aluminium cement or ferrous aluminate cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or quick-hardening cement by cement inorganic material.
8. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that having in the described slip fiber is in glass fibre, carbon fiber, the organic fiber one or more.
9. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 200: 6: 5 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
10. according to the manufacture method of the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that slip is by following preparation:
In sulphate aluminium cement: sand: early strength agent and 107 glue: the weight ratio of glass fibre and organic fiber is 100: 120: 4: 6 ratio is got the each component material ready, adds suitable water and above-mentioned material is mixed makes high-strength mixed slurry.
11. manufacture method according to the mould of claim 1,2,3 or 4 described thin-wall box for steel bar concrete filling, it is characterized in that preparing high-strength mixed slurry, by cement inorganic material: filler: additive: the weight ratio of fiber is 100: 20-350: 0.01-10: 0.1-15 gets the each component material ready, and suitable quantity of water is mixed into high-strength compound slip in addition.
12. the mould of a thin-wall box for steel bar concrete filling, it is characterized in that former comprises ambient side die face, bed die face, die face four avris die face die faces inwardly inwardly, and the bed die face mould faces up the peviform die face that loop side die face that four bandings close and bed die face surround.
13. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that one side, two limits, three limits or four avris die faces are vertical with the bed die face.
14. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the sides adjacent die face is vertical in the four avris die faces.
15. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that in the four avris die faces that two groups, three groups or four groups are vertical, the sides adjacent wall is vertical.
16. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that in the four avris die faces that one group or two groups of opposite side die faces are parallel.
17. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that there is the transition corner described side form face and bed die face junction.
18. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that there is the transition corner described side form face and bed die face junction, the transition corner is an arc angle.
19. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the described relative both sides die face and the junction transition corner of bed die face are arc angle.
20. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that described former is that side form face and bed die face are the former of one.
21. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the side form face is the die face on plane.
22. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the bed die face is the die face on plane.
23. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the side form face or/and the bed die face is the plane die face of transition corner.
24. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the side form face or/and the bed die face is tabular template and forms molding plane.
25. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner.
26. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that the side form face or/and the tabular template of bed die face is interior or/and there is the transition angle outer corner, the transition angle is an arc angle.
27. the mould of thin-wall box for steel bar concrete filling according to claim 14, the tabular template on one side, two limits, three limits or four limits that it is characterized in that constituting the side form face is vertical with the tabular template that constitutes the bed die face.
28. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that constituting the adjacent tabular template of four avris die faces.
29. the mould of thin-wall box for steel bar concrete filling according to claim 14, one group, two groups, three groups, the four groups adjacent templates that it is characterized in that constituting four avris die faces are vertical.
30. the mould of thin-wall box for steel bar concrete filling according to claim 14 is characterized in that in the four avris die faces that one group or two groups of relative tabular side templates are parallel.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB99115665XA CN100370091C (en) | 1999-11-29 | 1999-11-29 | Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB99115665XA Division CN100370091C (en) | 1999-11-29 | 1999-11-29 | Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1966227A CN1966227A (en) | 2007-05-23 |
| CN100381265C true CN100381265C (en) | 2008-04-16 |
Family
ID=5278594
Family Applications (28)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101534001A Expired - Fee Related CN100373020C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNB2006101364091A Expired - Fee Related CN100424289C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533992A Expired - Fee Related CN100373019C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNA2007101265353A Pending CN101210445A (en) | 1999-11-29 | 1999-11-29 | Cast-in-situ reinforcing steel bar concrete hollow slab filled with thin wall box |
| CNB200610139058XA Expired - Fee Related CN100390362C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101390626A Expired - Fee Related CN100373018C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364034A Expired - Fee Related CN100424287C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB200610136402XA Expired - Fee Related CN100366836C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNA2007101277242A Pending CN101418607A (en) | 1999-11-29 | 1999-11-29 | Thin-walled box filled cast-in-place reinforced concrete hollow sheet |
| CNB2006101390594A Expired - Fee Related CN100381265C (en) | 1999-11-29 | 1999-11-29 | Thin wall box moulding die for reinforcing steel bar concrete filling and its manufacture method |
| CNB2006101364015A Expired - Fee Related CN100381656C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364049A Expired - Fee Related CN100434608C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364053A Expired - Fee Related CN100400762C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNA2007101277238A Pending CN101105058A (en) | 1999-11-29 | 1999-11-29 | Cast-in-situ reinforcing steel bar concrete hollow slab filled with thin wall box |
| CNB2006101390607A Expired - Fee Related CN100400763C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364138A Expired - Fee Related CN100366837C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364104A Expired - Fee Related CN100381657C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364068A Expired - Fee Related CN100439616C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364157A Expired - Fee Related CN100381659C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533988A Expired - Fee Related CN100390363C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNB2006101390611A Expired - Fee Related CN100381266C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for reinforcing steel bar concrete filling and its manufacture method |
| CN2006101390575A Expired - Fee Related CN1966889B (en) | 1999-11-29 | 1999-11-29 | Thin-walled pipe/case for filling reinforced concrete |
| CN200610136412A Expired - Fee Related CN100588794C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB99115665XA Ceased CN100370091C (en) | 1999-11-29 | 1999-11-29 | Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method |
| CNB2006101364072A Expired - Fee Related CN100424288C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CN200610136408A Expired - Fee Related CN100577943C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364142A Expired - Fee Related CN100381658C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533954A Expired - Fee Related CN100381660C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
Family Applications Before (9)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101534001A Expired - Fee Related CN100373020C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNB2006101364091A Expired - Fee Related CN100424289C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533992A Expired - Fee Related CN100373019C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNA2007101265353A Pending CN101210445A (en) | 1999-11-29 | 1999-11-29 | Cast-in-situ reinforcing steel bar concrete hollow slab filled with thin wall box |
| CNB200610139058XA Expired - Fee Related CN100390362C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101390626A Expired - Fee Related CN100373018C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364034A Expired - Fee Related CN100424287C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB200610136402XA Expired - Fee Related CN100366836C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNA2007101277242A Pending CN101418607A (en) | 1999-11-29 | 1999-11-29 | Thin-walled box filled cast-in-place reinforced concrete hollow sheet |
Family Applications After (18)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101364015A Expired - Fee Related CN100381656C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364049A Expired - Fee Related CN100434608C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364053A Expired - Fee Related CN100400762C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNA2007101277238A Pending CN101105058A (en) | 1999-11-29 | 1999-11-29 | Cast-in-situ reinforcing steel bar concrete hollow slab filled with thin wall box |
| CNB2006101390607A Expired - Fee Related CN100400763C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364138A Expired - Fee Related CN100366837C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364104A Expired - Fee Related CN100381657C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364068A Expired - Fee Related CN100439616C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364157A Expired - Fee Related CN100381659C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533988A Expired - Fee Related CN100390363C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
| CNB2006101390611A Expired - Fee Related CN100381266C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for reinforcing steel bar concrete filling and its manufacture method |
| CN2006101390575A Expired - Fee Related CN1966889B (en) | 1999-11-29 | 1999-11-29 | Thin-walled pipe/case for filling reinforced concrete |
| CN200610136412A Expired - Fee Related CN100588794C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB99115665XA Ceased CN100370091C (en) | 1999-11-29 | 1999-11-29 | Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method |
| CNB2006101364072A Expired - Fee Related CN100424288C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CN200610136408A Expired - Fee Related CN100577943C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101364142A Expired - Fee Related CN100381658C (en) | 1999-11-29 | 1999-11-29 | Thin-walled case for filling reinforced concrete |
| CNB2006101533954A Expired - Fee Related CN100381660C (en) | 1999-11-29 | 1999-11-29 | Thin wall box for steel reinforced concrete filling |
Country Status (1)
| Country | Link |
|---|---|
| CN (28) | CN100373020C (en) |
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| CN101096869B (en) * | 1999-11-29 | 2011-09-07 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ reinforced concrete hollow slab of thin wall box filling |
| WO2003029573A1 (en) * | 2001-09-30 | 2003-04-10 | Zeyou Qiu | An hollow formwork for a insitu reinforcing concrete structure |
| CN1743591B (en) * | 2002-04-30 | 2011-06-08 | 湖南邱则有专利战略策划有限公司 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CN100501026C (en) * | 2002-04-30 | 2009-06-17 | 邱则有 | Three-dimensional bearing moulding shell for reinforced concrete |
| CN1743589B (en) * | 2002-04-30 | 2012-03-07 | 湖南邱则有专利战略策划有限公司 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CN100383356C (en) * | 2002-04-30 | 2008-04-23 | 邱则有 | Stereo force bearing shuttering for steel concrete |
| CN100370099C (en) * | 2003-06-30 | 2008-02-20 | 邱则有 | Thin wall mould component |
| CN101219557B (en) * | 2004-02-27 | 2012-07-04 | 湖南邱则有专利战略策划有限公司 | A formwork component shaping mould |
| CN101229657B (en) * | 2004-02-27 | 2012-08-15 | 湖南邱则有专利战略策划有限公司 | Shuttering component molding mould |
| CN101380771B (en) * | 2004-05-25 | 2012-02-22 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN101352880B (en) * | 2004-05-25 | 2012-02-22 | 湖南邱则有专利战略策划有限公司 | Shaping mold of members of mould shell |
| CN101380774B (en) * | 2004-05-25 | 2012-10-10 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN101380773B (en) * | 2004-05-25 | 2012-02-29 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN101367248B (en) * | 2004-05-25 | 2012-02-15 | 湖南邱则有专利战略策划有限公司 | Formwork element molding mould |
| CN101380772B (en) * | 2004-05-25 | 2012-02-22 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN101380775B (en) * | 2004-05-25 | 2012-02-22 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN101352889B (en) * | 2004-05-25 | 2012-02-22 | 湖南邱则有专利战略策划有限公司 | Shaping mold of members of mould shell |
| CN101367247B (en) * | 2004-05-25 | 2012-02-15 | 湖南邱则有专利战略策划有限公司 | Formwork element molding mould |
| CN101352886B (en) * | 2004-05-25 | 2012-02-15 | 湖南邱则有专利战略策划有限公司 | Shaping mold of members of mould shell |
| CN101380770B (en) * | 2004-05-25 | 2012-02-15 | 湖南邱则有专利战略策划有限公司 | Die-shell component forming die |
| CN102172986B (en) * | 2004-07-27 | 2012-07-25 | 湖南邱则有专利战略策划有限公司 | Polyhedral member shaping mould |
| CN100422484C (en) * | 2004-07-27 | 2008-10-01 | 邱则有 | Cylindrical shaped die |
| CN1727154B (en) * | 2004-07-28 | 2012-07-25 | 邱则有 | Die in use for molding component of concrete filled double thin wall |
| CN1727151B (en) * | 2004-07-28 | 2012-10-10 | 邱则有 | Die in user for molding component of concrete filled double thin wall |
| CN1727153B (en) * | 2004-07-28 | 2012-05-23 | 邱则有 | Cylindrical die in use for molding component of concrete filled double thin wall |
| CN101905483A (en) * | 2009-06-04 | 2010-12-08 | 邱则有 | Forming die of thin-wall hollow member |
| CN101941237A (en) * | 2009-06-11 | 2011-01-12 | 湖南邱则有专利战略策划有限公司 | Preparation method of thin-wall hollow component and moulding mould thereof |
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- 1999-11-29 CN CNB2006101534001A patent/CN100373020C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101364091A patent/CN100424289C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101533992A patent/CN100373019C/en not_active Expired - Fee Related
- 1999-11-29 CN CNA2007101265353A patent/CN101210445A/en active Pending
- 1999-11-29 CN CNB200610139058XA patent/CN100390362C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101390626A patent/CN100373018C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101364034A patent/CN100424287C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB200610136402XA patent/CN100366836C/en not_active Expired - Fee Related
- 1999-11-29 CN CNA2007101277242A patent/CN101418607A/en active Pending
- 1999-11-29 CN CNB2006101390594A patent/CN100381265C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101364015A patent/CN100381656C/en not_active Expired - Fee Related
- 1999-11-29 CN CNB2006101364049A patent/CN100434608C/en not_active Expired - Fee Related
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2542529A1 (en) * | 1975-09-24 | 1977-04-07 | Wolf Klemm | Permanent formwork for reinforced concrete ceiling - is retained when concrete sets, and profiled for high load bearing capacity |
| DE3003446A1 (en) * | 1980-01-31 | 1981-08-06 | Rainer 8640 Kronach Kraus | Prefabricated concrete load bearing wall or ceiling construction - involves casting concrete in row of hollow boxes with linked cavities |
| AU2608992A (en) * | 1991-09-26 | 1993-04-01 | Nicola Leonardis | Lost formwork spacer arrangement |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
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