CN1601018A - Cavity shuttering component - Google Patents

Cavity shuttering component Download PDF

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Publication number
CN1601018A
CN1601018A CN 03159682 CN03159682A CN1601018A CN 1601018 A CN1601018 A CN 1601018A CN 03159682 CN03159682 CN 03159682 CN 03159682 A CN03159682 A CN 03159682A CN 1601018 A CN1601018 A CN 1601018A
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CN
China
Prior art keywords
cavity former
former component
sidewall
reinforce
plate
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Application number
CN 03159682
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Chinese (zh)
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CN1280499C (en
Inventor
邱则有
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邱则有
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Application filed by 邱则有 filed Critical 邱则有
Priority to CN 03159682 priority Critical patent/CN1280499C/en
Publication of CN1601018A publication Critical patent/CN1601018A/en
Application granted granted Critical
Publication of CN1280499C publication Critical patent/CN1280499C/en

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Abstract

An evacuated shuttering component includes the superior lamella, side walls and lower bottom. The superior lamella, side walls and lower bottom form a polyhedral evacuated shuttering component. There is reinforce in the superior lamella, side walls and lower bottom. Its features lie in: at least one of the superior lamella, side walls and lower bottom has reinforce, which extends into others and anchorages them. There is at least one hole for the forming pole or pole of the wire frame or pole of the truss on the outer surface of the polyhedral evacuated shuttering component. At least one end of the hole crosses the surface of the evacuated shuttering component and the other end connects with the wall of the evacuated shuttering component. Thus, the polyhedral evacuated shuttering component has good integrity and strong freedom from vibration. The concrete enters the hole and forms the component of bearing and passing the stress and is adaptable to the air proofs of buildings and houses, air walls, foundation slab and hollow bridges of the field moulding reinforced concrete or the prestressing force reinforced concrete.

Description

A kind of cavity former component
(1) technical field
The present invention relates to a kind of cavity former component.
(2) background technology
At present, cast-in-situ concrete hollow floor is to use wider floor structural form, and the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99249798.1, name are called " filling reinforced concrete fiber reinforcement type thin-wall member " utility model patent as the applicant in the patent No. of application on November 29th, 1999, it discloses a kind of thin-wall mould-shell member, comprise upper plate, on every side sidewall, go to the bottom, upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity, upper plate, on every side sidewall, going to the bottom contains fabric reinforcement.And for example the applicant in the application number of November 23 calendar year 2001 application be 01140106.0, publication number is that CN1356442, name are called " a kind of mould with cavity structure for casting reinforced concrete floor slab " application for a patent for invention, it comprises " upper plate, on every side sidewall, go to the bottom; upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity former component; upper plate, sidewall, the reinforces such as containing fiber or gauze wire cloth of going to the bottom on every side, characteristics such as that this cavity former component has is in light weight, intensity is high, simple in structure, convenient construction and transport.But, the upper plate of this class cavity former component, sidewall, the reinforce in going to the bottom be not owing to stretch into anchoring in the alternative body on every side, thereby, the globality of cavity former component is poor, shock resistance is poor, and particularly under the effect of alternation load or periodicity load, its globality is poorer, simultaneously, stressed and the Force transmission parts of no superstructure in this cavity former component particularly when the cavity former component size is big, shows more obviously.Therefore, develop a kind of novel cavity former component for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of cavity former component, have characteristics such as good integrity, shock resistance are strong, the mechanical property that can improve superstructure, easy construction.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, go to the bottom, upper plate, sidewall on every side, go to the bottom and surround the polyhedron cavity former component, upper plate, sidewall on every side, go to the bottom and contain reinforce, it is characterized in that at upper plate, sidewall on every side, there is reinforce to stretch into the interior also anchoring of alternative body wherein at least a body of going to the bottom, cavity former component is provided with the formation rod member of at least one Cast-in-place concrete cast usefulness or the hole of rod member for grid or truss member, at least one end of hole runs through the cavity former component surface, and other end links to each other with the cavity former component wall.Like this, because upper plate, on every side have reinforce to stretch in the alternative body in sidewall, at least a body of going to the bottom and anchoring wherein, thereby, the good integrity of cavity former component, anti-seismic performance is strong, and the ability of particularly resisting alternation load or periodicity load action is strong; Simultaneously, after cavity former component is applied to cast-in-situ concrete hollow floor, because cavity former component is provided with the hole of Cast-in-place concrete cast usefulness, Cast-in-place concrete enters in the hole die cavity, after treating setting and harden, form Cast-in-place concrete post or pier or rod member, thereby in cavity former component, formed the stressed and Force transmission parts of superstructure, improve the mechanical property of superstructure greatly, particularly improved the shearing resistance of superstructure, antitorque mechanical property; In addition, characteristics such as that cavity former component also has is simple in structure, intensity is high, resistance to deformation, the anti-vibration performance is good, easy to manufacture, cost is low, easy construction, speed of application are fast, thereby reached purpose of the present invention, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention is that also cavity former component is provided with at least one Cast-in-place concrete and pours into a mould the upper panel surface that the vertical hole of usefulness runs through cavity former component, and the other end is communicated with or runs through goes to the bottom.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in the hole, had formed Cast-in-place concrete rod member or post or pier, thereby in cavity former component, formed the stressed and Force transmission parts of superstructure, improved resistance to compression, shearing resistance, the antitorque mechanical property of superstructure greatly.
Feature of the present invention is that also cavity former component is provided with the horizontal hole of at least one Cast-in-place concrete cast usefulness, and its at least one end runs through the surface of sidewall on every side of cavity former component.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in the hole, formed the Cast-in-place concrete rod member, thereby in cavity former component, formed cast-in-place pass force crossly member, improved the pass force crossly performance of superstructure, improved the supporting capacity of superstructure.
Feature of the present invention also is also to be provided with oblique hole on the described cavity former component, and its at least one end runs through the surface of cavity former component.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in the hole, had formed cast-in-place oblique Force transmission parts in cavity former component, had improved tension, resistance to compression, the shear resistance of superstructure.
Feature of the present invention is that also the axis between described a plurality of hole intersects each other.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete pours in the hole, in cavity former component, formed the Cast-in-place concrete power transmission rod member of axes intersect, unidirectional or two-way force transfer system in the common superstructure is changed over the three-D space structure stress system, optimized its load transmission force property greatly.
Feature of the present invention is that also the axis between described a plurality of hole is parallel to each other.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in the hole, had formed the parallel Cast-in-place concrete power transmission rod member of axis in cavity former component, had increased substantially the supporting capacity of superstructure.
Feature of the present invention is that also the axis of described a plurality of holes is in a plane or in Different Plane.Like this, when cavity former component is applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete pours in the above-mentioned hole, the corresponding axis that formed is on a plane or orthogonal thereto each other or grade separation in Different Plane or the Cast-in-place concrete rod member that be arranged in parallel, with the force structure of Cast-in-place Concrete Building Floor inside from traditional unidirectional or two-way stress system, changed over three-dimensional new spatial structure system, made the Cast-in-place Concrete Building Floor structure more light and handy, firm.
Feature of the present invention also be upper plate, on every side the reinforce in sidewall, the wherein a kind of body in going to the bottom stretch in the another kind of body and be connected with reinforce welding, colligation, riveted joint, screw in its body, hook is integral, perhaps reinforce also stretches out outside the cavity former component.Like this, reinforce stretch into above-mentioned upper plate, on every side sidewall or go to the bottom in wall body in and be connected with wherein reinforce, with upper plate, sidewall or go to the bottom connects as one on every side, has strengthened the globality of cavity former component greatly, has improved shock resistance.
Feature of the present invention also be to go to the bottom have in the body at least a reinforce to stretch in the ambient side wall body and anchoring wherein.Like this, the reinforce in the body of going to the bottom stretch in the ambient side wall body and anchoring wherein, strengthened the base plate and the bonding strength of sidewall on every side greatly, make it more solid and reliable, can effectively prevent the obscission of going to the bottom, prevent to go to the bottom and the Cast-in-place concrete rib between the crackle generation.
Feature of the present invention also is on every side to have at least a reinforce to stretch in the sidewall go to the bottom in the body and anchoring wherein.Like this, reinforce in the sidewall stretches into the interior also anchoring of the body of going to the bottom wherein on every side, and sidewall and the steadiness that is connected of going to the bottom around having strengthened greatly make cavity former component have good whole more, can effectively prevent the obscission of going to the bottom, prevent to go to the bottom and the Cast-in-place concrete rib between crackle produce.
Feature of the present invention also be described reinforce from upper plate, on every side sidewall or go to the bottom at least one expose.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, reinforce and Cast-in-place concrete that it exposes combined, and have improved the globality of hollow building cover greatly, made that cavity former component energy participation structure is stressed jointly, had improved the mechanical property of superstructure.
Feature of the present invention is that also described reinforce is the thread or netted reinforce of muscle shape.Like this, the variation of reinforce shape can be satisfied the needs that cavity former component is used and produced, and helps reducing and produces and construction cost.
Reinforce in feature of the present invention also is to go to the bottom is netted or muscle, and the welding each other of net or muscle, colligation, riveted joint are one.Like this, netted in going to the bottom or muscle shape reinforce welds each other, colligation, perhaps riveted joint is one, has increased substantially the strength and stiffness of base plate, makes cavity former component have more good whole and practicality.
Feature of the present invention is that also described reinforce is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid.Like this, the diversity of reinforce, reinforce is drawn materials nearby when being convenient to manufacture cavity former component, reduces material cost, can satisfy different intensity needs simultaneously, makes things convenient for selecting for use of different designs.
The feature of the present invention protruding bridging piece that has that also is to go to the bottom.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, outwardly directed bridging piece can replace construction formwork, reduced the template loss, reduced material cost, can save the template installation procedure simultaneously, accelerated speed of application, improved efficiency of construction.
The reinforce that feature of the present invention also is to go to the bottom and bridging piece is interior is steel mesh or reinforcing bar, and reinforcing bar or the reinforcing bar that is connected with steel mesh or steel mesh stretch out bridging piece, and reinforcing bar or steel mesh after perhaps stretching out have crotch.Like this, steel mesh or reinforcing bar have very good intensity, when cavity former component is applied in the cast-in-situ concrete hollow floor, there are reinforcing bar or steel mesh to stretch out bridging piece on the cavity former component, reinforcing bar or steel mesh after perhaps stretching out have crotch, this form of structure makes reinforce and Cast-in-place concrete in conjunction with more firm, thereby has improved the intensity and the overall performance of superstructure greatly.
Feature of the present invention is that also the described bridging piece that stretches out from the adjacent both sides of sidewall on every side of going to the bottom constitutes L shaped bridging piece.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, outwardly directed bridging piece can replace construction formwork, reduced the template loss, reduced material cost, can save the template installation procedure simultaneously, accelerated speed of application, improved efficiency of construction.
Feature of the present invention also is the described annular bridging piece in bridging piece formation side of going to the bottom and stretching out around the sidewall on every side.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, outwardly directed bridging piece can replace construction formwork, reduced the template loss, reduced material cost, can save the template installation procedure simultaneously, accelerated speed of application, improved efficiency of construction.
Feature of the present invention also is in the described hole reinforce is arranged.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete pours in the hole, in cavity former component, formed the Cast-in-place concrete power transmission rod member of strengthening with reinforce, improved the strength and stiffness of this Cast-in-place concrete rod member greatly, simultaneously, default reinforce in its hole, reduced difficulty of construction, reinforce sets into and is difficult for putting into or putting into inaccurate problem in the hole when having solved construction.
Feature of the present invention is that also described going to the bottom is superimposed with overlapping layers, the overlapping layers and common superimposed the going to the bottom that constitute of going to the bottom.Like this, going to the bottom is superimposed with overlapping layers, has reduced the production difficulty of cavity former component significantly, simultaneously, has also improved the shock resistance damage capability of cavity former component greatly, has reduced the proportion of goods damageds of product, has improved the production efficiency of cavity former component.
Feature of the present invention is that also described cavity former component is provided with the carrying part of convenient carrying.The carrying part can be handle, suspension hook, suspension ring or other device.Like this, can very easily cavity former component be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
Feature of the present invention is that also the horizontal profile of described cavity former component or vertical cross section are shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular.Like this, the variation of polyhedron cavity former component shape, make cavity former component be applied in the cast-in-situ concrete hollow floor after, correspondingly formed various difform cast-in-situ concrete structures, thereby make that the structure of cast-in-situ concrete hollow floor is more reasonable, made things convenient for design and construction unit to select for use.
Feature of the present invention also is also to be provided with on other position of described cavity former component at least one in chamfering, inner corner trim, groove, pit, boss module, raised line, the external corner.Like this, after cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in chamfering, inner corner trim, groove, the pit, and the corresponding Cast-in-place concrete that forms the part adds competent structure; The boss module that is provided with on the cavity former component, raised line, external corner can be found time the concrete that does not stress in the superstructure, further alleviate the weight of superstructure self, save the consumption of concrete, reduce the cost of superstructure, also improve the performance of superstructure simultaneously.
Feature of the present invention also is described chamfering, inner corner trim, groove, raised line self or is parallel, quadrature, oblique or grade separation setting mutually.Like this, after cavity former component is applied in the cast-in-situ concrete hollow floor, chamfering on the cavity former component, inner corner trim, groove, raised line self or be parallel, quadrature, oblique or grade separation setting mutually or form grid, after concrete is built at above-mentioned position, the corresponding Cast-in-place concrete that has formed parallel, quadrature, oblique or grade separation adds competent structure, has improved the mechanical property of cast-in-situ concrete hollow floor greatly.
Feature of the present invention also is to be provided with in the enclosed cavity of described cavity former component at least one in stiffening rib, bracing boom, the reinforcing rib, perhaps there be in stiffening rib, the bracing boom at least one to expose outside the shuttering member, perhaps also have reinforce to expose on stiffening rib, bracing boom, the reinforcing rib.Like this, after cavity former component is applied in the cast-in-situ concrete hollow floor, stiffening rib, bracing boom, reinforcing rib that is provided with in the cavity former component or the stiffening rib that exposes, bracing boom, reinforcing rib can form the cast-in-place and prefabricated composite construction that combines with Cast-in-place concrete, have optimized the inner stress system of cast-in-situ concrete hollow floor.If also have reinforce to expose on it, then cavity former component and Cast-in-place concrete bonding is more firm, and the globality of superstructure is better.
Feature of the present invention also is to be filled with light material in the enclosed cavity of described cavity former component.Like this, improve the shock resistance of cavity former component greatly, reduced the breakage rate of product in the construction application process.Simultaneously, also make cavity former component have better sound insulation, heat insulation, heat-insulating property; Light material can be foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete etc., and the diversity of its light material kind is drawn materials when being convenient to produce nearby, helps reducing production costs.
Feature of the present invention also be described upper plate or on every side at least one in the sidewall for or dismountable movable part arranged.Like this, can make things convenient for the situation of checking cavity former component inside at any time, also can perhaps, drench shower nozzle etc. simultaneously at any time at interior section or whole filling with light material of cavity former component as junction box, hydroelectric line, fire-fighting at inner other parts of installing of cavity former component.
Feature of the present invention is that also described cavity former component is provided with connector.Connector can be reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, angle steel, channel-section steel, L shaped steel, T-steel, cutting ferrule, bolt, male and female groove, socket component, indention, tongue, groove, bayonet socket, cutting ferrule, hole, embedded iron parts etc.Like this, after cavity former component is applied in the cast-in-situ concrete hollow floor, the connector that is provided with on the cavity former component can be controlled the distance between the cavity former component effectively, reliably, the width and the height of control Cast-in-place concrete rib, the pouring quality of assurance superstructure internal construction; Simultaneously, also help cavity former component connection location each other, perhaps constitute member in groups, accelerate speed of application.
Feature of the present invention also is to connect and compose assembly in groups by connector each other between described at least two cavity former components, constitutes the internal-rib die cavity between the cavity former component.Like this, after cavity former component was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete entered in the internal-rib die cavity, had formed the Cast-in-place concrete internal-rib, had improved the mechanical property of superstructure; Simultaneously, cavity former component is connected as one by connector, has constituted the hollow mould shell assembly, thereby, improved the efficiency of construction and the speed of application of superstructure greatly.
Feature of the present invention is that also at least two above cavity former components connect and compose assembly in groups by bridging piece, constitutes the internal-rib die cavity between the cavity former component, and perhaps bridging piece is provided with the carrying part.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, toss can replace construction formwork, saved the template installation procedure, had reduced material wastage rate, simultaneously, had improved efficiency of construction.If a plurality of cavity former components connect into the gang mould mould component by toss, then the efficiency of construction of cavity former component is higher, and construction cost is lower.
Feature of the present invention also is to be provided with in the described internal-rib die cavity fixed or movable support draw piece.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, construction was laid more convenient; If the support draw piece is the flexible staybolt draw piece, after cavity former component installs, the dismounting of flexible staybolt draw piece can be reclaimed secondary uses, reduce the cost of production of cavity former component, simultaneously, behind the dismounting support draw piece, reinforcing bar can be laid in the internal-rib die cavity very easily, concrete also can pour in the internal-rib die cavity swimmingly, and it is more convenient to construct, and efficiency of construction is higher.
Feature of the present invention is that also bridging piece or internal-rib die cavity are provided with stirrup.Like this, stirrup is set on bridging piece or the internal-rib die cavity has solved the Cast-in-place concrete rib and prick when establishing reinforcing bar, stirrup is inconvenient to put into and the difficulty of colligation, has improved efficiency of construction greatly, simultaneously, has also improved the combination property of Cast-in-place Concrete Building Floor.
Feature of the present invention is that also bridging piece or internal-rib die cavity are provided with the align member of rib location.Align member can be draw ring, drag hook, iron wire, feet, small lugs, little protruding nail or other device.Like this, after cavity former component is applied in the cast-in-situ concrete hollow floor, can accurately locate cavity former component, prevent that phenomenons such as cavity former component floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly, guarantee the pouring quality of superstructure effectively reinforcing bar.
Feature of the present invention is also that bridging piece or internal-rib die cavity are provided with the matsurface that improves Cast-in-place concrete and bridging piece or internal-rib die cavity adhesion or shearing resistance, draw hair side, concavo-convex, folding shape muscle, waveform muscle, straight muscle, bend at least a in the muscle.Like this, bridging piece or internal-rib die cavity be provided with matsurface, draw hair side, at least a in concavo-convex, the folding shape muscle, waveform muscle, straight muscle, curved muscle, adhesion and shearing resistance between Cast-in-place concrete and bridging piece or the internal-rib die cavity have been improved greatly, make base plate and Cast-in-place concrete in conjunction with more firm, improved the overall performance of superstructure greatly.
Feature of the present invention also is to go to the bottom and is the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, upper plate or on every side sidewall be the upper plate of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics, metal crimp template or sidewall on every side.Like this, go to the bottom, upper plate and the variation of sidewall manufacturing materials on every side, can make cavity former component fully satisfy the needs of various different situations, help reducing product cost.
In feature of the present invention also is on every side to have in sidewall or the reinforcing rib reinforcing bar or steel wire or gauze wire cloth or thin band reinforce to stretch into to go to the bottom, and hook reinforcing bar or steel wire or thin band reinforce in going to the bottom, perhaps hook behind reinforcing bar in going to the bottom or steel wire or the thin band reinforce also from go to the bottom or bridging piece stretch out.Like this, reinforce stretches in the wall body of sidewall on every side and goes to the bottom, and and reinforce wherein connect as one, strengthened the globality of cavity former component greatly, improved shock resistance; If reinforce also stretches out outside the cavity former component, then more firm with the Cast-in-place concrete bonding, the globality of superstructure is better.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is reinforce, 5 is hole, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, its upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, there is reinforce 4 to stretch into sidewall 2 interior also anchorings on every side wherein in the upper plate 1, simultaneously, cavity former component is provided with the hole 5 of the formation Cast-in-place concrete rod member of Cast-in-place concrete cast usefulness, and hole 5 runs through the surface of cavity former component.
Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, its cavity former component is provided with the vertical hole 5 of Cast-in-place concrete cast usefulness, one end of vertical hole 5 runs through the surface of the upper plate 1 of cavity former component, and the other end is communicated to goes to the bottom on 3.
Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, its cavity former component is provided with the horizontal hole 5 that pour concrete is used, and laterally the surface of sidewall 2 on every side of cavity former component is all run through at hole 5 two ends.
Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, also be provided with oblique hole 5 on its cavity former component, the surface of cavity former component is all run through at the two ends of oblique hole 5.
Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, be provided with vertical hole 5 and horizontal hole 5 on its cavity former component simultaneously, the axis of vertical hole 5 and horizontal hole 5 intersects each other.
Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, be provided with a plurality of vertical holes 5 on its cavity former component simultaneously, the axis of a plurality of vertical holes 5 is parallel to each other.
Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring and wherein is provided with the hole 5 of a plurality of axis in Different Plane in the cavity former component on every side.
Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the reinforces 4 in 3 of going to the bottom stretch on every side in the sidewall 2, with 4 overlap joints of reinforces in the sidewall on every side 2, and anchoring wherein, and cavity former component is provided with the horizontal hole 5 that pour concrete is used.
Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, cavity former component is provided with the vertical hole 5 of Cast-in-place concrete cast usefulness, its go to the bottom have in 3 reinforce 4 to stretch on every side in sidewall 2 bodies and anchoring wherein.
Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, have reinforce 4 to stretch in the sidewall 2 around it and go to the bottom the interior also anchoring of 3 bodies wherein, cavity former component is provided with the horizontal hole 5 that pour concrete is used.
Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the horizontal hole 5 that pour concrete is used, and its reinforce 4 is from exposing the sidewall 2 on every side.
Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the upper plate 1 stretches into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 that pour concrete is used, and its reinforce 4 is netted reinforce.
Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, its reinforces 4 of going to the bottom in 3 are gauze wire cloth and reinforcing bar, between gauze wire cloth and the reinforcing bar each other colligation be one.
Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, and its reinforce 4 is a fibrous mesh cloth.
Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, it is gone to the bottom and 3 stretches out on every side that sidewall 2 is outer to constitute bridging pieces 6, on every side the reinforces 4 in the sidewall 2 stretch in 3 the bridging piece 6 of going to the bottom and anchorings wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used.
Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, there is reinforce 4 to stretch in the sidewall 2 to go to the bottom in 3 on every side and hooks the reinforcing bars in 3 of going to the bottom, what have also stretches out from bridging piece 6, and the reinforcing bar after stretching out has crotch, its go to the bottom 3 and bridging piece 6 in reinforces 4 be steel mesh.
Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, and its 3 bridging pieces 6 that stretch out from the adjacent both sides of sidewall 2 on every side of going to the bottom constitute L shaped bridging piece.
Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the upper plate 1 stretches into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, its 3 annular bridging pieces in bridging piece 6 formation sides that stretch out around the sidewall 2 on every side of going to the bottom.
Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, also is provided with reinforce 4 in the chamber wall of its hole 5.
Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, it is gone to the bottom and 3 is superimposed with overlapping layers 7, and overlapping layers 73 constitutes superimposed going to the bottom jointly with going to the bottom.
Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with the carrying part 8 of convenient carrying on its cavity former component, diagram carrying part 8 is a handle.
Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, and the horizontal profile of its cavity former component is shaped as the arc angle quadrangle.
Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, and also is provided with chamfering 9, inner corner trim 10, groove 11, pit 12, boss module 13, raised line 14 and external corner 15 on its cavity former component simultaneously.
Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with stiffening rib 16, bracing boom 17 and reinforcing rib 18 in the enclosed cavity of its cavity former component simultaneously, stiffening rib 16 and bracing boom 17 have part to be exposed to the cavity former component outside simultaneously.
Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, be filled with light material 19 in the enclosed cavity of its cavity former component, diagram light material 19 is an expanded perlite.
Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, and its upper plate 1 is movable dismountable fastening cover plate.
Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with connector 20 on its cavity former component, diagram connector 20 is a rod member.
Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, connect into assembly in groups by connector 20 each other between its a plurality of cavity former components, the spacing between the adjacent cavities shuttering member constitutes internal-rib die cavity 21.
Figure 29 is the structural representation of the embodiment of the invention 29, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, its a plurality of cavity former components connect into assembly in groups by bridging piece 6, and the spacing between the cavity former component constitutes internal-rib die cavity 21, simultaneously, bridging piece 6 is provided with carrying part 8, and diagram carrying part 8 is a handle.
Figure 30 is the structural representation of the embodiment of the invention 30, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, a plurality of cavity former components connect and compose assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, is provided with fixing support draw piece 22 in its internal-rib die cavity 21.
Figure 31 is the structural representation of the embodiment of the invention 31, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, on every side the reinforces 4 in the sidewall 2 stretch into upper plate 1 and 3 the bridging piece 6 of going to the bottom in and anchorings wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, a plurality of cavity former components connect into assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, and its internal-rib die cavity 21 is provided with the align member 24 of rib location.
Figure 32 is the structural representation of the embodiment of the invention 32, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, a plurality of cavity former components connect into assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, and its bridging piece 6 is provided with the straight muscle that improves Cast-in-place concrete and bridging piece 6 adhesions.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise upper plate 1, sidewall 2 on every side, go to the bottom 3, upper plate 1, sidewall 2 on every side, go to the bottom and 3 surround the polyhedron cavity former component, upper plate 1, sidewall 2 on every side, go to the bottom and 3 contain reinforce 4, it is characterized in that at upper plate 1, sidewall 2 on every side, go to the bottom have reinforce 4 to stretch in the alternative body in 3 at least a body and anchoring wherein, cavity former component is provided with the formation rod member of at least one Cast-in-place concrete cast usefulness or the hole 5 of rod member for grid or truss member, at least one end of hole 5 runs through the cavity former component surface, and other end links to each other with the cavity former component wall.Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is reinforce, 5 is hole, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, its upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, there is reinforce 4 to stretch into sidewall 2 interior also anchorings on every side wherein in the upper plate 1, simultaneously, cavity former component is provided with the hole 5 of the formation Cast-in-place concrete rod member of Cast-in-place concrete cast usefulness, and hole 5 runs through the surface of cavity former component.
Feature of the present invention is that also cavity former component is provided with at least one Cast-in-place concrete and pours into a mould upper plate 1 surface that the vertical hole 5 of usefulness runs through cavity former component, and the other end is communicated with or runs through goes to the bottom 3.Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, its cavity former component is provided with the vertical hole 5 of Cast-in-place concrete cast usefulness, one end of vertical hole 5 runs through the surface of the upper plate 1 of cavity former component, and the other end is communicated to goes to the bottom on 3.
Feature of the present invention is that also cavity former component is provided with the horizontal hole 5 of at least one Cast-in-place concrete cast usefulness, and its at least one end runs through the surface of sidewall 2 on every side of cavity former component.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, its cavity former component is provided with the horizontal hole 5 that pour concrete is used, and laterally the surface of sidewall 2 on every side of cavity former component is all run through at hole 5 two ends.
Feature of the present invention also is also to be provided with oblique hole 5 on the described cavity former component, and its at least one end runs through the surface of cavity former component.Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, also be provided with oblique hole 5 on its cavity former component, the surface of cavity former component is all run through at the two ends of oblique hole 5.
Feature of the present invention is that also the axis between described a plurality of hole 5 intersects each other.Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, be provided with vertical hole 5 and horizontal hole 5 on its cavity former component simultaneously, the axis of vertical hole 5 and horizontal hole 5 intersects each other.
Feature of the present invention is that also the axis between described a plurality of hole 5 is parallel to each other.Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, be provided with a plurality of vertical holes 5 on its cavity former component simultaneously, the axis of a plurality of vertical holes 5 is parallel to each other.
Feature of the present invention is that also the axis of described a plurality of hole 5 is in a plane or in Different Plane.Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring and wherein is provided with the hole 5 of a plurality of axis in Different Plane in the cavity former component on every side.
Feature of the present invention also be upper plate 1, on every side the reinforce 4 in sidewall 2, the wherein a kind of body in 3 of going to the bottom stretch in the another kind of body and be connected with reinforce 4 welding, colligation, riveted joint, screw in its body, hook is integral, perhaps reinforce 4 also stretches out outside the cavity former component.Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the reinforces 4 in 3 of going to the bottom stretch on every side in the sidewall 2, with 4 overlap joints of reinforces in the sidewall on every side 2, and anchoring wherein, and cavity former component is provided with the horizontal hole 5 that pour concrete is used.
Feature of the present invention also be to go to the bottom have in 3 bodies at least a reinforce 4 to stretch on every side in sidewall 2 bodies and anchoring wherein.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, cavity former component is provided with the vertical hole 5 of Cast-in-place concrete cast usefulness, its go to the bottom have in 3 reinforce 4 to stretch on every side in sidewall 2 bodies and anchoring wherein.
Feature of the present invention also is on every side to have at least a reinforce 4 to stretch in the sidewall 2 go to the bottom in 3 bodies and anchoring wherein.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, have reinforce 4 to stretch in the sidewall 2 around it and go to the bottom the interior also anchoring of 3 bodies wherein, cavity former component is provided with the horizontal hole 5 that pour concrete is used.
Feature of the present invention also be described reinforce 4 from upper plate 1, on every side sidewall 2 or go to the bottom 3 at least one expose.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the horizontal hole 5 that pour concrete is used, and its reinforce 4 is from exposing the sidewall 2 on every side.
Feature of the present invention is that also described reinforce 4 is the thread or netted reinforce of muscle shape.Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the upper plate 1 stretches into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 that pour concrete is used, and its reinforce 4 is netted reinforce.
The reinforces 4 that feature of the present invention also is to go to the bottom in 3 are netted or muscle, and the welding each other of net or muscle, colligation, riveted joint are one.Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, its reinforces 4 of going to the bottom in 3 are gauze wire cloth and reinforcing bar, between gauze wire cloth and the reinforcing bar each other colligation be one.
Feature of the present invention also is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid of described reinforce 4.Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, and its reinforce 4 is a fibrous mesh cloth.
Feature of the present invention also is to go to the bottom and 3 protruding bridging piece 6 is arranged.Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, it is gone to the bottom and 3 stretches out on every side that sidewall 2 is outer to constitute bridging pieces 6, on every side the reinforces 4 in the sidewall 2 stretch in 3 the bridging piece 6 of going to the bottom and anchorings wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used.
Feature of the present invention also be to go to the bottom 3 and bridging piece 6 in reinforces 4 be steel mesh or reinforcing bar, reinforcing bar or the reinforcing bar that is connected with steel mesh or steel mesh stretch out bridging piece 6, reinforcing bar or steel mesh after perhaps stretching out have crotch.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, there is reinforce 4 to stretch in the sidewall 2 to go to the bottom in 3 on every side and hooks the reinforcing bars in 3 of going to the bottom, what have also stretches out from bridging piece 6, and the reinforcing bar after stretching out has crotch, its go to the bottom 3 and bridging piece 6 in reinforces 4 be steel mesh.
Feature of the present invention is that also described 3 bridging pieces that stretch out from the adjacent both sides of sidewall 2 on every side 6 of going to the bottom constitute L shaped bridging piece.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, and its 3 bridging pieces 6 that stretch out from the adjacent both sides of sidewall 2 on every side of going to the bottom constitute L shaped bridging piece.
Feature of the present invention also is the described 3 annular bridging pieces in bridging piece 6 formation sides that stretch out around the sidewall 2 on every side of going to the bottom.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the upper plate 1 stretches into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, its 3 annular bridging pieces in bridging piece 6 formation sides that stretch out around the sidewall 2 on every side of going to the bottom.
Feature of the present invention also is in the described hole 5 reinforce 4 is arranged.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 and go to the bottom and 3 surround and constitute the polyhedron cavity former component on every side, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, also is provided with reinforce 4 in the chamber wall of its hole 5.
Feature of the present invention is that also described going to the bottom 3 is superimposed with overlapping layers 7, and overlapping layers 73 constitutes superimposed going to the bottom jointly with going to the bottom.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, it is gone to the bottom and 3 is superimposed with overlapping layers 7, and overlapping layers 73 constitutes superimposed going to the bottom jointly with going to the bottom.
Feature of the present invention is that also described cavity former component is provided with the carrying part 8 of convenient carrying.Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with the carrying part 8 of convenient carrying on its cavity former component, diagram carrying part 8 is a handle.
Feature of the present invention is that also the horizontal profile of described cavity former component or vertical cross section are shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, and the horizontal profile of its cavity former component is shaped as the arc angle quadrangle.
Feature of the present invention also is also to be provided with on other position of described cavity former component at least one in chamfering 9, inner corner trim 10, groove 11, pit 12, boss module 13, raised line 14, the external corner 15.Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, and also is provided with chamfering 9, inner corner trim 10, groove 11, pit 12, boss module 13, raised line 14 and external corner 15 on its cavity former component simultaneously.
Feature of the present invention also is described chamfering 9, inner corner trim 10, groove 11, raised line 14 self or is parallel, quadrature, oblique or grade separation setting mutually.As shown in figure 23, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, the chamfering 9 that is provided with on its cavity former component, inner corner trim 10, groove 11 and raised line 14 self or be parallel, quadrature, oblique or grade separation setting mutually.
Feature of the present invention also is to be provided with in the enclosed cavity of described cavity former component at least one in stiffening rib 16, bracing boom 17, the reinforcing rib 18, perhaps there be in stiffening rib 16, the bracing boom 17 at least one to expose outside the shuttering member, perhaps also have reinforce 4 to expose on stiffening rib 16, bracing boom 17, the reinforcing rib 18.Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, all contain reinforce 4 in the sidewall 2 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with stiffening rib 16, bracing boom 17 and reinforcing rib 18 in the enclosed cavity of its cavity former component simultaneously, stiffening rib 16 and bracing boom 17 have part to be exposed to the cavity former component outside simultaneously.
Feature of the present invention also is to be filled with light material 19 in the enclosed cavity of described cavity former component.Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, be filled with light material 19 in the enclosed cavity of its cavity former component, diagram light material 19 is an expanded perlite.
Feature of the present invention also be described upper plate 1 or on every side at least one in the sidewall 2 for or dismountable movable part arranged.Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, and its upper plate 1 is movable dismountable fastening cover plate.
Feature of the present invention is that also described cavity former component is provided with connector 20.Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into and goes to the bottom 3 interior also anchorings wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, also be provided with connector 20 on its cavity former component, diagram connector 20 is a rod member.
Feature of the present invention also is to connect and compose assembly in groups by connector 20 each other between described at least two cavity former components, constitutes internal-rib die cavity 21 between the cavity former component.Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, connect into assembly in groups by connector 20 each other between its a plurality of cavity former components, the spacing between the adjacent cavities shuttering member constitutes internal-rib die cavity 21.
Feature of the present invention is that also at least two above cavity former components connect and compose assembly in groups by bridging piece 6, constitutes internal-rib die cavity 21 between the cavity former component, and perhaps bridging piece 6 is provided with carrying part 8.Figure 29 is the structural representation of the embodiment of the invention 29, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, its a plurality of cavity former components connect into assembly in groups by bridging piece 6, and the spacing between the cavity former component constitutes internal-rib die cavity 21, simultaneously, bridging piece 6 is provided with carrying part 8, and diagram carrying part 8 is a handle.
Feature of the present invention also is to be provided with in the described internal-rib die cavity 21 fixed or movable support draw piece 22.Figure 30 is the structural representation of the embodiment of the invention 30, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, a plurality of cavity former components connect and compose assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, is provided with fixing support draw piece 22 in its internal-rib die cavity 21.
Feature of the present invention is that also bridging piece 6 or internal-rib die cavity 21 are provided with stirrup 23.As shown in figure 30, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, reinforce 4 in the sidewall 2 stretches into upper plate 1 interior also anchoring wherein on every side, cavity former component is provided with the vertical hole 5 that pour concrete is used, a plurality of cavity former components connect and compose assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, also is provided with stirrup 23 in the internal-rib die cavity 21 simultaneously.
Feature of the present invention is that also bridging piece 6 or internal-rib die cavity 21 are provided with the align member 24 of rib location.Figure 31 is the structural representation of the embodiment of the invention 31, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, on every side the reinforces 4 in the sidewall 2 stretch into upper plate 1 and 3 the bridging piece 6 of going to the bottom in and anchorings wherein, cavity former component is provided with the vertical hole 5 that pour concrete is used, a plurality of cavity former components connect into assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, and its internal-rib die cavity 21 is provided with the align member 24 of rib location.
Feature of the present invention is also that bridging piece 6 or internal-rib die cavity 21 are provided with the matsurface that improves Cast-in-place concrete and bridging piece 6 or internal-rib die cavity 21 adhesions or shearing resistance, draw hair side, concavo-convex, folding shape muscle, waveform muscle, straight muscle, bend at least a in the muscle.Figure 32 is the structural representation of the embodiment of the invention 32, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, a plurality of cavity former components connect into assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, and its bridging piece 6 is provided with the straight muscle that improves Cast-in-place concrete and bridging piece 6 adhesions.
Feature of the present invention also is to go to the bottom and 3 is the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, upper plate 1 or on every side sidewall 2 be the upper plate of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics, metal crimp template or sidewall on every side.Shown in figure 32, upper plate 1, sidewall 2 and go to the bottom and all contain reinforce 4 in 3 on every side, the 3 interior reinforces 4 of going to the bottom stretch into sidewall 2 interior also anchorings on every side wherein, cavity former component is provided with the horizontal hole 5 of Cast-in-place concrete cast usefulness, a plurality of cavity former components connect into assembly in groups by bridging piece 6, spacing between the cavity former component constitutes internal-rib die cavity 21, and it is gone to the bottom and 3 is the ferro-cement base plate, upper plate 1 and on every side sidewall 2 be the Cement fibre web plate.
Feature of the present invention also is on every side to have in sidewall 2 or the reinforcing rib 18 reinforcing bar or steel wire or gauze wire cloth or thin band reinforce 4 to stretch into to go to the bottom in 3, and hook reinforcing bar or the steel wire or the thin band reinforces 4 of going to the bottom in 3, perhaps hook behind the reinforcing bar of going to the bottom in 3 or steel wire or the thin band reinforce 4 also from go to the bottom 3 or bridging piece 6 stretch out.As shown in figure 16, have reinforce 4 to stretch in the sidewall 2 to go to the bottom in 3 on every side and hook the reinforcing bars in 3 of going to the bottom, what have also stretches out from bridging piece 6, and the reinforcing bar after stretching out has crotch, its go to the bottom 3 and bridging piece 6 in reinforces 4 be steel mesh.
During the invention process, mix the system cement mortar earlier, in mould, make one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth), the multilayer build-up of one deck cement mortar by the upper plate 1 and the open cavity shuttering member in the hole with holes 5 that surrounds of sidewall 2 on every side again, sidewall 2 is extended with fibrous mesh cloth or gauze wire cloth reinforce 4 at opening part around it simultaneously, then, in following bottom die, make ferro-cement and go to the bottom 3, the opening edge of open cavity shuttering member 3 is not connected with going to the bottom before the setting and harden at it, fibrous mesh cloth that will stretch out or gauze wire cloth reinforce 4 are anchored at and go to the bottom in 3 simultaneously, after treating setting and harden, maintenance promptly gets cavity former component to stipulating the length of time.

Claims (36)

1, a kind of cavity former component, comprise upper plate (1), sidewall (2) on every side, go to the bottom (3), upper plate (1), sidewall (2) on every side, go to the bottom (3) surround the polyhedron cavity former component, upper plate (1), sidewall (2) on every side, go to the bottom (3) contain reinforce (4), it is characterized in that in upper plate (1), sidewall (2) on every side, go to the bottom have reinforce (4) to stretch in the alternative body at least a body of (3) and anchoring wherein, cavity former component is provided with the formation rod member of at least one Cast-in-place concrete cast usefulness or the hole (5) of rod member for grid or truss member, at least one end of hole (5) runs through the cavity former component surface, and other end links to each other with the cavity former component wall.
2, a kind of cavity former component according to claim 1, it is characterized in that cavity former component is provided with at least one Cast-in-place concrete and pours into a mould upper plate (1) surface that the vertical hole (5) of usefulness runs through cavity former component, the other end is communicated with or runs through go to the bottom (3).
3, a kind of cavity former component according to claim 1 is characterized in that cavity former component is provided with the horizontal hole (5) of at least one Cast-in-place concrete cast usefulness, and its at least one end runs through the surface of sidewall (2) on every side of cavity former component.
4, a kind of cavity former component according to claim 1 is characterized in that also being provided with oblique hole (5) on the described cavity former component, and its at least one end runs through the surface of cavity former component.
5, a kind of cavity former component according to claim 1 is characterized in that the axis between described a plurality of hole (5) intersects each other.
6, a kind of cavity former component according to claim 1 is characterized in that the axis between described a plurality of hole (5) is parallel to each other.
7, a kind of cavity former component according to claim 1, the axis that it is characterized in that described a plurality of hole (5) is in a plane or in Different Plane.
8, a kind of cavity former component according to claim 1, it is characterized in that upper plate (1), on every side the reinforce (4) in the wherein a kind of body in sidewall (2), go to the bottom (3) stretch in the another kind of body and be connected with reinforce (4) welding, colligation, riveted joint, screw in its body, hook is integral, perhaps reinforce (4) also stretches out outside the cavity former component.
9, a kind of cavity former component according to claim 1 has at least a reinforce (4) to stretch into the interior also anchoring of sidewall (2) body on every side wherein in (3) body that it is characterized in that going to the bottom.
10, a kind of cavity former component according to claim 1, it is characterized in that on every side having at least a reinforce (4) to stretch in the sidewall (2) and go to the bottom in (3) body and anchoring wherein.
11, a kind of cavity former component according to claim 1 is characterized in that described reinforce (4) is from upper plate (1), expose at least one of sidewall (2) or go to the bottom (3) on every side.
12, a kind of cavity former component according to claim 1 is characterized in that described reinforce (4) is the thread or netted reinforce of muscle shape.
13, a kind of cavity former component according to claim 12, (3) the interior reinforce (4) that it is characterized in that going to the bottom is netted or muscle, the welding each other of net or muscle, colligation, riveted joint are one.
14, a kind of cavity former component according to claim 12 is characterized in that at least a in the reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, braid over braid of described reinforce (4).
15, a kind of cavity former component according to claim 14, it is characterized in that going to the bottom (3) protruding bridging piece (6).
16, a kind of cavity former component according to claim 15, it is characterized in that going to the bottom (3) and bridging piece (6) in reinforce (4) be steel mesh or reinforcing bar, reinforcing bar or the reinforcing bar that is connected with steel mesh or steel mesh stretch out bridging piece (6), and reinforcing bar or steel mesh after perhaps stretching out have crotch.
17, a kind of cavity former component according to claim 15 is characterized in that the bridging piece (6) that described going to the bottom (3) stretched out from the adjacent both sides of sidewall (2) on every side constitutes L shaped bridging piece.
18, a kind of cavity former component according to claim 15 is characterized in that the annular bridging piece in bridging piece (6) formation side that described going to the bottom (3) stretched out around the sidewall (2) on every side.
19, a kind of cavity former component according to claim 1 is characterized in that reinforce (4) is arranged in the described hole (5).
20, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that described going to the bottom (3) is superimposed with overlapping layers (7), overlapping layers (7) constitutes superimposed going to the bottom jointly with go to the bottom (3).
21,, it is characterized in that described cavity former component is provided with the carrying part (8) of convenient carrying according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19.
22,, it is characterized in that the horizontal profile of described cavity former component or vertical cross section are shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19.
23,, it is characterized in that also being provided with on other position of described cavity former component at least one in chamfering (9), inner corner trim (10), groove (11), pit (12), boss module (13), raised line (14), the external corner (15) according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19.
24, a kind of cavity former component according to claim 23 is characterized in that described chamfering (9), inner corner trim (10), groove (11), raised line (14) self or is parallel, quadrature, oblique or grade separation setting mutually.
25, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that being provided with in the enclosed cavity of described cavity former component at least one in stiffening rib (16), bracing boom (17), the reinforcing rib (18), perhaps have in stiffening rib (16), the bracing boom (17) at least one to expose outside the shuttering member, perhaps stiffening rib (16), bracing boom (17), reinforcing rib (18) are gone up and are also had reinforce (4) to expose.
26,, it is characterized in that being filled with light material (19) in the enclosed cavity of described cavity former component according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19.
27, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that described upper plate (1) or on every side at least one in the sidewall (2) for or dismountable movable part arranged.
28,, it is characterized in that described cavity former component is provided with connector (20) according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19.
29, a kind of cavity former component according to claim 28 is characterized in that connecting and composing assembly in groups by connector (20) each other between described at least two cavity former components, constitutes internal-rib die cavity (21) between the cavity former component.
30, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that at least two above cavity former components connect and compose assembly in groups by bridging piece (6), constitute internal-rib die cavity (21) between the cavity former component, perhaps bridging piece (6) is provided with carrying part (8).
31, a kind of cavity former component according to claim 30 is characterized in that being provided with in the described internal-rib die cavity (21) fixed or movable support draw piece (22).
32, a kind of cavity former component according to claim 30 is characterized in that bridging piece (6) or internal-rib die cavity (21) are provided with stirrup (23).
33, a kind of cavity former component according to claim 30 is characterized in that bridging piece (6) or internal-rib die cavity (21) are provided with the align member (24) of rib location.
34, a kind of cavity former component according to claim 30 is characterized in that bridging piece (6) or internal-rib die cavity (21) are provided with the matsurface that improves Cast-in-place concrete and bridging piece (6) or internal-rib die cavity (21) adhesion or shearing resistance, draw hair side, concavo-convex, folding shape muscle, waveform muscle, straight muscle, bends at least a in the muscle.
35, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that going to the bottom (3) be the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, upper plate (1) or on every side sidewall (2) be the upper plate of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics, metal crimp template or sidewall on every side.
36, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 19, it is characterized in that on every side having in sidewall (2) or the reinforcing rib (18) reinforcing bar or steel wire or gauze wire cloth or thin band reinforce (4) to stretch in go to the bottom (3), and hook reinforcing bar or the steel wire or the thin band reinforce (4) of going to the bottom in (3), also from go to the bottom (3) or bridging piece (6), stretch out after perhaps hooking reinforcing bar in go to the bottom (3) or steel wire or thin band reinforce (4).
CN 03159682 2003-09-26 2003-09-26 Cavity shuttering component CN1280499C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03159682 CN1280499C (en) 2003-09-26 2003-09-26 Cavity shuttering component

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
CN 03159682 CN1280499C (en) 2003-09-26 2003-09-26 Cavity shuttering component
CN 200610137296 CN1982010A (en) 2003-09-26 2003-09-26 Production of cavity mold-shell structural component
CN 200610143007 CN101041984A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 200610136457 CN1995583A (en) 2003-09-26 2003-09-26 Cavity shuttering member
CNB2006101364602A CN100516400C (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CN2006101364585A CN1982589B (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CNB2006101372986A CN100554611C (en) 2003-09-26 2003-09-26 A kind of cavity former component
CN 200610143005 CN101041983A (en) 2003-09-26 2003-09-26 Cavity mould component

Related Child Applications (9)

Application Number Title Priority Date Filing Date
CN 200610136456 Division CN100999921A (en) 2003-09-26 2003-09-26 Hollow form unit
CN 200610136457 Division CN1995583A (en) 2003-09-26 2003-09-26 Cavity shuttering member
CNB2006101372986A Division CN100554611C (en) 2003-09-26 2003-09-26 A kind of cavity former component
CN 200610143005 Division CN101041983A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 200610137300 Division CN101082242A (en) 2003-09-26 2003-09-26 Cavity mould component
CN2006101364585A Division CN1982589B (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CNB2006101364602A Division CN100516400C (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CN 200610143007 Division CN101041984A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 200610137296 Division CN1982010A (en) 2003-09-26 2003-09-26 Production of cavity mold-shell structural component

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CN1601018A true CN1601018A (en) 2005-03-30
CN1280499C CN1280499C (en) 2006-10-18

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CN2006101364585A CN1982589B (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CN 200610136457 CN1995583A (en) 2003-09-26 2003-09-26 Cavity shuttering member
CN 200610137296 CN1982010A (en) 2003-09-26 2003-09-26 Production of cavity mold-shell structural component
CN 200610143007 CN101041984A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 200610143005 CN101041983A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 03159682 CN1280499C (en) 2003-09-26 2003-09-26 Cavity shuttering component
CNB2006101364602A CN100516400C (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CNB2006101372986A CN100554611C (en) 2003-09-26 2003-09-26 A kind of cavity former component

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CN2006101364585A CN1982589B (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CN 200610136457 CN1995583A (en) 2003-09-26 2003-09-26 Cavity shuttering member
CN 200610137296 CN1982010A (en) 2003-09-26 2003-09-26 Production of cavity mold-shell structural component
CN 200610143007 CN101041984A (en) 2003-09-26 2003-09-26 Cavity mould component
CN 200610143005 CN101041983A (en) 2003-09-26 2003-09-26 Cavity mould component

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CNB2006101364602A CN100516400C (en) 2003-09-26 2003-09-26 Cavity mould-shell structural component
CNB2006101372986A CN100554611C (en) 2003-09-26 2003-09-26 A kind of cavity former component

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101063331B (en) * 2006-04-29 2012-07-25 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN105421634A (en) * 2015-11-25 2016-03-23 谭泽文 Hollow truss compound core formwork

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4694629A (en) * 1985-08-16 1987-09-22 Hossein Azimi Modular block and modular structural elements constructed therefrom
US5113631A (en) * 1990-03-15 1992-05-19 Digirolamo Edward R Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same
CN1195140C (en) * 2002-12-15 2005-03-30 邱则有 Light weight structural piece for use of filling concrete

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101063331B (en) * 2006-04-29 2012-07-25 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN105421634A (en) * 2015-11-25 2016-03-23 谭泽文 Hollow truss compound core formwork

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CN1982589A (en) 2007-06-20
CN101041983A (en) 2007-09-26
CN1995583A (en) 2007-07-11
CN1982592A (en) 2007-06-20
CN101041984A (en) 2007-09-26
CN100516400C (en) 2009-07-22
CN1982589B (en) 2010-05-12
CN100554611C (en) 2009-10-28
CN1982010A (en) 2007-06-20
CN1280499C (en) 2006-10-18
CN1982590A (en) 2007-06-20

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