CN100424294C - Shuttering member - Google Patents

Shuttering member Download PDF

Info

Publication number
CN100424294C
CN100424294C CNB2006100933076A CN200610093307A CN100424294C CN 100424294 C CN100424294 C CN 100424294C CN B2006100933076 A CNB2006100933076 A CN B2006100933076A CN 200610093307 A CN200610093307 A CN 200610093307A CN 100424294 C CN100424294 C CN 100424294C
Authority
CN
China
Prior art keywords
shuttering
shoe
plate
sidewall
putting
Prior art date
Application number
CNB2006100933076A
Other languages
Chinese (zh)
Other versions
CN1877025A (en
Inventor
邱则有
Original Assignee
邱则有
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 邱则有 filed Critical 邱则有
Priority to CNB2006100933076A priority Critical patent/CN100424294C/en
Publication of CN1877025A publication Critical patent/CN1877025A/en
Application granted granted Critical
Publication of CN100424294C publication Critical patent/CN100424294C/en

Links

Abstract

The present invention relates to a shuttering member which comprises upper plates (1), peripheral side walls (2) and a lower bottom plate (3), wherein a cavity body is enclosed by the upper plate (1), the peripheral side walls (2) and the lower bottom plate (3). The present invention is characterized in that at least one base layer of the upper plate (1), one of the peripheral side walls (2) or the lower bottom plate (3) of the cavity body is provided with at least one precast stiffening rib plate (4); the precast stiffening rib plate (4) is superimposed with the base layer to form an integral body, the lower bottom plate (3) is a straight long strip-shaped lower bottom plate, and the long strip-shaped lower bottom plate (3) is provided with at least two cavity bodies of which each is enclosed by the upper plate, the peripheral side walls and the lower plate (3). The present invention is suitable for hollow storied building roofs, roofs, walls, foundation bottom plates and open web bridges of cast-in-place reinforcement concrete or prestressed reinforcement concrete to use, and especially suitable for hollow beamless storied building roofs to use.

Description

A kind of shuttering member

The application for the applying date be that October 1, application number in 2003 are 200310100984.2, name is called the dividing an application of application for a patent for invention of " a kind of shuttering member ".

(1) technical field

The present invention relates to a kind of shuttering member.

(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 hollow section and shuttering member.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.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, its disclosed shuttering 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 shuttering member, characteristics such as that this shuttering member has is in light weight, intensity is high, simple in structure, convenient construction and transport.But, do not have in this shuttering member and add competent structure, thereby the bulk strength of shuttering member and rigidity are relatively poor, be prone to the phenomenon of shuttering member breakage, be applied to cast-in-situ concrete hollow floor after, can not participate in the stressed and power transmission of cast-in-situ concrete hollow floor preferably.Therefore, develop a kind of novel shuttering member for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of shuttering member, have intensity height, rigidity greatly, cracky, can participate in superstructure stressed and power transmission, make easily, characteristics such as production efficiency is high, cost is low.

Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall and lower shoe on every side, upper plate, sidewall and lower shoe are enclosed cavity body on every side, it is characterized in that the upper plate of cavity body, at least one basic unit of sidewall or lower shoe is superimposed with the prefabricated floor of putting more energy into of a slice at least on every side, prefabricated floor and the basic unit of putting more energy into is overlapped into integral body, lower shoe is an in-line strip lower shoe, is arranged at intervals with at least two upper plates, the cavity body that surrounds of sidewall, lower shoe on every side on the strip lower shoe.Like this, owing to be provided with the prefabricated floor of putting more energy in the shuttering member, prefabricated floor and the basic unit of putting more energy into is overlapped into integral body, thereby the intensity height of shuttering member, rigidity greatly, are not prone to the phenomenon of shuttering member breakage, and can participate in the stressed and power transmission of superstructure; Simultaneously, because the floor of putting more energy into is the prefabricated floor of putting more energy into, thereby before shuttering member is made, batch making when shuttering member is made, is folded into the prefabricated floor of putting more energy into the corresponding site of design then in advance, be overlapped into integral body with basic unit, thereby its making is easy, production efficiency is high, cost is low; After shuttering member 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; In addition, characteristics such as that shuttering member also has is simple in structure, resistance to deformation, anti-vibration performance are good, 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 described strip lower shoe termination stretches out the formation bridging piece.Like this, when shuttering member is applied in the cast-in-situ concrete hollow floor, can save construction formwork, improve efficiency of construction greatly.

Feature of the present invention is that also described strip lower shoe side stretches out the formation bridging piece.Like this, when shuttering member is applied in the cast-in-situ concrete hollow floor, can save construction formwork, improve efficiency of construction greatly.

Feature of the present invention is that also described strip lower shoe termination and side stretch out the formation bridging piece.Like this, when shuttering member is applied in the cast-in-situ concrete hollow floor, can save construction formwork, improve efficiency of construction greatly.

Feature of the present invention is that also at least two above shuttering members connect and compose assembly in groups by bridging piece, constitutes the internal-rib die cavity between the shuttering member, and perhaps shuttering member is provided with the carrying part.Like this, lower shoe is extended with bridging piece, when then shuttering member is applied in the cast-in-situ concrete hollow floor, can save construction formwork, has improved efficiency of construction greatly; If a plurality of shuttering members connect into the gang mould mould component by toss, then the efficiency of construction of shuttering member 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 shuttering member 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 shuttering member installs, the dismounting of flexible staybolt draw piece can be reclaimed secondary uses, reduce the cost of production of shuttering member, 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 the described prefabricated floor of putting more energy into is compound floor or the hollow reinforced floor of putting more energy into.Like this, adopt the shuttering member of compound prefabricated put more energy into floor or hollow reinforced floor, the intensity height, and itself weight there is no obvious increase, and is in light weight, simultaneously, simple in structure, make things convenient for selecting for use of design, construction and production unit, help reducing and produce and the floor construction cost.

Feature of the present invention is that also the described prefabricated floor of putting more energy into is the compound floor of putting more energy into that accompanies light material.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.Like this, accompany light material in the prefabricated floor of putting more energy into, its weight is far smaller than the weight with the common stiffening rib of volume, makes shuttering member lighter, does not simultaneously influence intensity, in addition, the insulation of shuttering member, heat insulation, sound insulation value is better.

Feature of the present invention is that also the cross sectional shape of the described prefabricated floor of putting more energy into is T shape, L shaped, worker's shape, ㄈ shape, X-shaped or the degree of lip-rounding.Like this, make the prefabricated floor of putting more energy into of cross sectional shape such as above-mentioned shape, can fully satisfy needs in various different occasions, can reduce the consumption of making prefabricated stiffening rib panel material, under the prerequisite that does not influence stress performance, reduce the weight of shuttering member significantly, make shuttering member be convenient to application.

Feature of the present invention is that also the prefabricated floor of putting more energy into of described multi-disc is parallel, quadrature or oblique setting.Like this, when shuttering member was applied in the cast-in-situ concrete hollow floor, the variation that the prefabricated floor of putting more energy in the shuttering member is provided with can be satisfied the needs of various different designs.

Feature of the present invention is that also the described prefabricated floor of putting more energy into exposes outside the shuttering member.Like this, when shuttering member was applied in the cast-in-situ concrete hollow floor, prefabricated floor and the Cast-in-place concrete of putting more energy into that exposes combined, and formed the force structure that Cast-in-place concrete and prefabricated units combine, and makes that the overall performance of superstructure and mechanical property are better.

Feature of the present invention is that also the described prefabricated floor of putting more energy into is identical with the basic unit material.Like this, when the prefabricated floor of putting more energy into was identical with the basic unit material, both binding affinities were better, and the two can be combined together better, make shuttering member have the better overall performance; Put more energy into floor and basic unit's material not simultaneously when prefabricated, be convenient to select more economic material, help reducing production costs, improve the intensity and the rigidity of shuttering member as overlapping layers.

Feature of the present invention is that also the described prefabricated floor of putting more energy into is different with the basic unit material.

Feature of the present invention is that also the described prefabricated floor of putting more energy into is positioned at the basic unit outside or inboard.Like this, can make things convenient for manufacturing of shuttering member, reduce the production difficulty, enhance productivity, help reducing cost.

Feature of the present invention also is upper plate, sidewall, lower shoe or the prefabricated floor of putting more energy into contain reinforce on every side, at upper plate, on every side have reinforce to stretch in the alternative body at least a body of sidewall, lower shoe or the prefabricated floor of putting more energy into and anchoring wherein.Like this, stretch into above-mentioned upper plate, be connected in the wall body in sidewall or the lower shoe and with wherein reinforce on every side as the reinforce in the prefabricated floor of putting more energy into, with upper plate, sidewall or lower shoe connect as one on every side, have strengthened the globality of shuttering member greatly, have improved shock resistance.

Feature of the present invention is that also the superposed surfaces of the described prefabricated floor of putting more energy into is extended with at least one in muscle, net, sheet or the silk and is anchored in the basic unit superimposed with it.Like this, the prefabricated floor of putting more energy into stretches out at least one in muscle, net, sheet, the silk and is anchored in the basic unit superimposed with it, and then the intensity of shuttering member is higher, rigidity is bigger, globality is better.

Feature of the present invention also be upper plate, on every side the reinforce in the wherein a kind of body in sidewall, lower shoe or the prefabricated floor of putting more energy into stretch in the another kind of body and with its body in reinforce welding, colligation, riveted joint, screw is connected or hook is integral.Like this, reinforce stretches into above-mentioned upper plate, is connected in the wall body in sidewall or the lower shoe and with wherein reinforce on every side, with upper plate, sidewall, lower shoe or the prefabricated floor of putting more energy into connect as one on every side, have strengthened the globality of shuttering member greatly, have improved shock resistance.

Feature of the present invention also be to go to the bottom have in the plate body at least a reinforce to stretch in the ambient side wall body and anchoring wherein.Like this, the reinforce in the plate body of going to the bottom stretch in the ambient side wall body and anchoring wherein, strengthened the lower shoe and the bonding strength of sidewall on every side greatly, make it more solid and reliable, can effectively prevent the obscission of lower shoe, prevent that the crackle between lower shoe and the Cast-in-place concrete rib from producing.

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 plate body and anchoring wherein.Like this, reinforce in the sidewall stretches into the interior also anchoring of the plate body of going to the bottom wherein on every side, sidewall and lower shoe is connected steadiness around having strengthened greatly, make shuttering member have good whole more, can effectively prevent the obscission of lower shoe, prevent that the crackle between lower shoe and the Cast-in-place concrete rib from producing.

Feature of the present invention is that also described reinforce is from upper plate, expose at least one of sidewall, lower shoe or the prefabricated floor of putting more energy on every side.Like this, when shuttering member 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 shuttering member energy participation structure is stressed jointly, had improved the mechanical property of superstructure.

Feature of the present invention is that also described reinforce is band shape or the thread or netted reinforce of muscle shape.Like this, the variation of reinforce form can be satisfied the needs that shuttering member is used and produced, and helps reducing and produces and construction cost.

Feature of the present invention is that also the reinforce in the lower shoe is netted or the muscle shape, and the welding each other of net or muscle, colligation or riveted joint are one.Like this, netted in the lower shoe or muscle shape reinforce welds each other, colligation, perhaps riveted joint is one, has increased substantially the strength and stiffness of lower shoe, makes shuttering member 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, fiber, nonwoven or the porose thin band.Like this, the diversity of reinforce, reinforce is drawn materials nearby when being convenient to manufacture shuttering member, reduces material cost, can satisfy different intensity needs simultaneously, makes things convenient for selecting for use of different designs.

Feature of the present invention is that also described reinforce is at least a in steel mesh reinforcement, gauze wire cloth, fibre bundle, fibrous mesh cloth, metal foil band, strap or the braid over braid.

Feature of the present invention is also that lower shoe is protruding a bridging piece.Like this, lower shoe is extended with bridging piece, when then shuttering member is applied in the cast-in-situ concrete hollow floor, can save construction formwork, has improved efficiency of construction greatly.

Feature of the present invention is that also the reinforce in lower shoe and the bridging piece 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 shuttering member is applied in the cast-in-situ concrete hollow floor, there are reinforcing bar or steel mesh to stretch out bridging piece on the shuttering member, 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 described lower shoe is superimposed with overlapping layers, superimposed the going to the bottom of the common formation of overlapping layers and lower shoe.Like this, lower shoe is superimposed with overlapping layers, has reduced the production difficulty of shuttering member significantly, simultaneously, has also improved the shock resistance damage capability of shuttering member greatly, has reduced the proportion of goods damageds of product, has improved the production efficiency of shuttering member.

Feature of the present invention is that also described overlapping layers is originally as the superimposed compound overlapping layers of at least two layer materials.Like this, the overlapping layers that is composited by multilayer build-up has favorable shock resistance, can reduce the proportion of goods damageds of shuttering member significantly, and it is easier, convenient to make simultaneously, helps reducing cost.

Feature of the present invention is that also described shuttering member 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 shuttering member 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 shuttering member or vertical cross section are shaped as polygon, corrugated or circular.Like this, the variation of shuttering member shape, make shuttering member be applied in the cast-in-situ concrete hollow floor after, correspondingly formed various difform cast-in-situ concrete structures, thereby made 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 is that also the horizontal profile of described shuttering member or vertical cross section are shaped as rectangle, square, arc angle polygon, chamfering polygon or multi sphere limit shape.

Feature of the present invention also is also to be provided with on other position of described shuttering member at least one in chamfering, inner corner trim, groove, hole, boss module or the external corner.Like this, after shuttering member was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in chamfering, inner corner trim, groove, pit, the hole, and the corresponding Cast-in-place concrete that forms the part adds competent structure; The boss module that is provided with on the shuttering member, 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 also to be provided with pit or raised line on other position of described shuttering member.

Feature of the present invention also is described chamfering, inner corner trim, groove or raised line self or is parallel, quadrature, oblique or grade separation setting mutually.Like this, after shuttering member is applied in the cast-in-situ concrete hollow floor, chamfering on the shuttering member, 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 shuttering member at least one in cast-in-place stiffening rib, prefabricated or cast-in-place bracing boom or the prefabricated or cast-in-place reinforcing rib.Like this, after shuttering member is applied in the cast-in-situ concrete hollow floor, the cast-in-place stiffening rib, prefabricated or cast-in-place bracing boom, the prefabricated or cast-in-place reinforcing rib that are provided with in the shuttering member 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.

Feature of the present invention is that also in described cast-in-place stiffening rib or the prefabricated or cast-in-place bracing boom at least one expose outside the shuttering member.Like this, after shuttering member is applied in the cast-in-situ concrete hollow floor, the cast-in-place stiffening rib that shuttering member exposes, prefabricated or cast-in-place bracing boom, prefabricated or cast-in-place 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.

Feature of the present invention also is to also have on described cast-in-place stiffening rib, prefabricated or cast-in-place bracing boom or the prefabricated or cast-in-place reinforcing rib reinforce to expose.Like this, if also have reinforce to expose on it, then shuttering member and Cast-in-place concrete bonding is more firm, and the globality of superstructure is better.

Feature of the present invention is that also described cast-in-place stiffening rib, prefabricated or cast-in-place bracing boom or prefabricated or cast-in-place reinforcing rib are superimposed with overlapping layers.Like this, if be superimposed with overlapping layers, then cast-in-place stiffening rib, prefabricated or cast-in-place bracing boom, making prefabricated or cast-in-place reinforcing rib are more convenient, and intensity is also higher.

Feature of the present invention also is to be filled with light material in the enclosed cavity of described shuttering member.Like this, improve the shock resistance of shuttering member greatly, reduced the breakage rate of product in the construction application process.Simultaneously, also make shuttering member 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 be dismountable movable part.Like this, can make things convenient for the situation of checking shuttering member 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 shuttering member as junction box, hydroelectric line, fire-fighting at inner other parts of installing of shuttering member.

Feature of the present invention also be described upper plate or on every side at least one in the sidewall dismountable movable part is arranged.Like this, can make things convenient for the situation of checking shuttering member 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 shuttering member as junction box, hydroelectric line, fire-fighting at inner other parts of installing of shuttering member.

Feature of the present invention is that also described shuttering member 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 shuttering member was applied in the cast-in-situ concrete hollow floor, the connector that is provided with on the shuttering member can be controlled the distance between the shuttering member 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 shuttering member 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 shuttering members, constitutes the internal-rib die cavity between the shuttering member.Like this, after shuttering member 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, shuttering member is connected as one by connector, has constituted the shuttering member assembly, thereby, improved the efficiency of construction and the speed of application of superstructure greatly.

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 shuttering member is applied in the cast-in-situ concrete hollow floor, can accurately locate, prevent that phenomenons such as shuttering member floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly, guarantee the pouring quality of superstructure effectively reinforcing bar to shuttering member.

Feature of the present invention is that also the surface of bridging piece or internal-rib die cavity is coarse, stroke hair or concave-convex surface.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 is that also bridging piece or internal-rib die cavity are provided with at least a in folding shape muscle, waveform muscle, straight muscle or the curved muscle.

Feature of the present invention is that also lower shoe is going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete or polymer mortar, upper plate or on every side sidewall be Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics or metal crimp template.Like this, go to the bottom, upper plate and the variation of sidewall manufacturing materials on every side, can make shuttering member fully satisfy the needs of various different situations, help reducing product cost.

Feature of the present invention also be upper plate or on every side sidewall all be superimposed with overlapping layers.

Feature of the present invention also is upper plate, the integral body that is formed in one of at least one in sidewall or the lower shoe and overlapping layers on every side.Like this, upper plate, the integral body that is formed in one of at least one in sidewall, the lower shoe and overlapping layers on every side, thereby each parts of shuttering member can be manufactured respectively, can be assembled into shuttering member integral body each other by the overlapping layers on each parts, both can assemble, also can assemble at the construction field (site), thereby can enhance productivity greatly in manufacturer, convenient carrying and construction, the proportion of goods damageds of reduction shuttering member.

Feature of the present invention also is upper plate, sidewall or lower shoe partly or entirely interconnect by overlapping layers each other and enclose cavity body on every side.

Feature of the present invention is also that sidewall and lower shoe partly or entirely interconnect by overlapping layers each other on every side and encloses cavity body.Like this, sidewall, lower shoe partly or entirely interconnect by overlapping layers each other and surround shuttering member integral body on every side, can produce each parts in advance, enhance productivity, make things convenient for the carrying of each building block of shuttering member, shuttering member both can be assembled when producing, also can assemble at the construction field (site), thereby enhance productivity, reduce spillage of material, reduce production costs.

(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 be lower shoe, 4 are the prefabricated floor of putting more energy into, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the prefabricated floor 4 of putting more energy into embeds in the basic unit of lower shoes 3 and is overlapped into integral body.

Fig. 2 is the structural representation of the embodiment of the invention 2, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its prefabricated floor 4 of putting more energy into is hollow reinforced floor.

Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, its floor 4 of putting more energy into is for accompanying the compound floor of putting more energy into of light material 5, and diagram light material 5 is an expanded perlite.

Fig. 4 is the structural representation of the embodiment of the invention 4, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the cross sectional shape of its prefabricated floor 4 of putting more energy into is a T shape.

Fig. 5 is the structural representation of the embodiment of the invention 5, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, is provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its multi-disc floor 4 of putting more energy into is set in parallel in cavity body each other.

Fig. 6 is the structural representation of the embodiment of the invention 6, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its floor 4 of putting more energy into has part to be exposed to the cavity body outside.

Fig. 7 is the structural representation of the embodiment of the invention 7, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the material of its overlapping layers 4 and basic unit's material are inequality.

Fig. 8 is the structural representation of the embodiment of the invention 8, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and its prefabricated floor 4 of putting more energy into is positioned at the basic unit inboard.

Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, its upper plate 1 and be provided with reinforce 6 in the sidewall 2 on every side, have reinforce 6 to stretch in the body of upper plate 1 on every side in the sidewall 2 and anchoring wherein.

Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the basic unit inside that is extended with reinforcing bar and is anchored in lower shoe 3 on the superposed surfaces of the basic unit of its prefabricated put more energy into floor 4 and lower shoe 3.

Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, it is prefabricated puts more energy into and is extended with reinforcing bar on the superposed surfaces of floor 4 and the basic unit of lower shoe 3, and with the reinforcing bar binding of the basic unit inside of lower shoe 3 be the one anchoring.

Figure 12 is the structural representation of the embodiment of the invention 12, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the reinforces 6 in its lower shoe 3 stretch into and be anchored in the inside of sidewall 2 on every side.

Figure 13 is the structural representation of the embodiment of the invention 13, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the reinforces 6 around it in sidewall 2 stretch into and be anchored in the inside of lower shoe 3.

Figure 14 is the structural representation of the embodiment of the invention 14, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, the reinforce 6 in its lower shoe 3 from the bottom of sidewall 2 on every side to exposing outside.

Figure 15 is the structural representation of the embodiment of the invention 15, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, is provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its upper plate 1, the reinforces 6 in sidewall 2 and the lower shoe 3 are latticed on every side.

Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, reinforces 6 in sidewall 2 and the lower shoe 3 are latticed on every side, and the reinforce 6 in its both overlaps each other and connects as one.

Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the reinforce 6 that is provided with in the sidewall 2 around it is thin band, and the reinforce 6 in the lower shoe 3 is a fibrous mesh cloth.

Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the reinforce 6 that is provided with in the sidewall 2 on every side is thin band, reinforces 6 in the lower shoe 3 are fibrous mesh cloth, and its lower shoe 3 is protruding bridging piece 7.

Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 is protruding bridging piece 7, be provided with reinforcing bar and gauze wire cloth in its lower shoe 3, have reinforcing bar to be converted into crotch after protruding from the bridging piece 7 simultaneously.

Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is superimposed with overlapping layers 8 on its lower shoe 3, overlapping layers 8 and superimposed the going to the bottom of lower shoe 3 common formations.

Figure 21 is the structural representation of the embodiment of the invention 21, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the horizontal profile of its cavity body is shaped as polygon.

Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is provided with groove 12, pit 13, hole 14, boss module 15 and external corner 17 on its cavity body simultaneously.

Figure 23 is the structural representation of the embodiment of the invention 23, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and also are provided with chamfering 10, inner corner trim 11, groove 12 and raised line 16 on its cavity body simultaneously.

Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, also be provided with cast-in-place stiffening rib 18, prefabricated bracing boom 19 and cast-in-place reinforcing rib 20 in the enclosed cavity of its cavity body, simultaneously, cast-in-place stiffening rib 18 and prefabricated bracing boom 19 have part to expose outside the shuttering member.

Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is provided with light material 21 in the enclosed cavity of its cavity body, and diagram light material 21 is an expanded perlite.

Figure 26 is the structural representation of the embodiment of the invention 26, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, 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 lower shoe 3 surround cavity body on every side, be provided with in its cavity body and also be superimposed with the prefabricated floor 4 of putting more energy into, its cavity body is provided with the connector 22 of the usefulness that is used to be connected to each other, and diagram connector 22 is a rod member.

Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, also be provided with the connector 22 of the usefulness that is used to be connected to each other on the cavity body, two cavity body is connected as one by connector 22, constitutes internal-rib die cavity 23 between the cavity body.

Figure 29 is the structural representation of the embodiment of the invention 29, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, its a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, simultaneously, also be provided with carrying part 9 around on the sidewall 2.

Figure 30 is the structural representation of the embodiment of the invention 30, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, be provided with fixing support draw piece 24 in its internal-rib die cavity 23.

Figure 31 is the structural representation of the embodiment of the invention 31, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, the wall of its internal-rib die cavity 23 is done and is rubbed the hair processing with the hands, and bridging piece 7 is provided with and exposes straight muscle net.

Figure 32 is the structural representation of the embodiment of the invention 32, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the wall of its upper plate 1 is a Cement fibre net wall.

Figure 33 is the structural representation of the embodiment of the invention 33, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, be connected with overlapping layers 8 on the upper plate 1, and the integral body that is formed in one, its upper plate 1 and interconnecting by overlapping layers 8 between the sidewall 2 on every side is integral.

Figure 34 is the structural representation of the embodiment of the invention 34, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, be provided with overlapping layers 8 in the cavity body, its upper plate 1, sidewall 2 and lower shoe 3 interconnect by overlapping layers 8 each other and enclose cavity body on every side.

(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 and lower shoe 3 on every side, upper plate 1, sidewall 2 and lower shoe 3 are enclosed cavity body on every side, it is characterized in that the upper plate 1 of cavity body, at least one basic unit of sidewall 2 or lower shoe 3 is superimposed with the prefabricated floor 4 of putting more energy into of a slice at least on every side, the prefabricated floor 4 of putting more energy into is overlapped into integral body with basic unit, lower shoe 3 is an in-line strip lower shoe, is arranged at intervals with at least two upper plates 1, the cavity body that surrounds of sidewall 2, lower shoe 3 on every side on the strip lower shoe 3.In the accompanying drawing, 1 is upper plate, 2 be around sidewall, 3 be lower shoe, 4 are the prefabricated floor of putting more energy into, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the prefabricated floor 4 of putting more energy into embeds in the basic unit of lower shoes 3 and is overlapped into integral body.As Figure 29, Figure 30 or shown in Figure 31, lower shoe 3 is an in-line strip lower shoe, is arranged at intervals with upper plate 1, the cavity body that surrounds of sidewall 2, lower shoe 3 on every side on the strip lower shoe 3.

Feature of the present invention is also that described strip lower shoe 3 terminations are stretched out and constitutes bridging piece 4.As Figure 29, Figure 30 or shown in Figure 31, strip lower shoe 3 terminations are stretched out and are constituted bridging piece 4.

Feature of the present invention is that also described strip lower shoe 3 sides stretch out formation bridging piece 4.As Figure 29, Figure 30 or shown in Figure 31, strip lower shoe 3 sides stretch out and constitute bridging piece 4.

Feature of the present invention is that also described strip lower shoe 3 terminations and side stretch out formation bridging piece 4.As Figure 29, Figure 30 or shown in Figure 31, strip lower shoe 3 terminations and side stretch out and constitute bridging piece 4.

Feature of the present invention is that also at least two above shuttering members connect and compose assembly in groups by bridging piece 7, constitutes internal-rib die cavity 23 between the shuttering member, and perhaps shuttering member is provided with carrying part 9.As shown in figure 29, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, its a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, simultaneously, also be provided with carrying part 9 around on the sidewall 2.As Figure 30 or shown in Figure 31, shuttering member connects and composes assembly in groups by bridging piece 7, constitutes internal-rib die cavity 23 between the shuttering member, and shuttering member is provided with carrying part 9.

Feature of the present invention also is to be provided with in the described internal-rib die cavity 23 fixed or movable support draw piece 24.As Figure 30 or shown in Figure 31, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, be provided with fixing support draw piece 24 in its internal-rib die cavity 23.

Feature of the present invention is that also the described prefabricated floor 3 of putting more energy into is compound floor or the hollow reinforced floor of putting more energy into.Fig. 2 is the structural representation of the embodiment of the invention 2, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its prefabricated floor 4 of putting more energy into is hollow reinforced floor.

Feature of the present invention is that also the described prefabricated floor 4 of putting more energy into is for accompanying the compound floor of putting more energy into of light material 5.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, its floor 4 of putting more energy into is for accompanying the compound floor of putting more energy into of light material 5, and diagram light material 5 is an expanded perlite.

Feature of the present invention is that also the cross sectional shape of the described prefabricated floor 4 of putting more energy into is T shape, L shaped, worker's shape, ㄈ shape, X-shaped or the degree of lip-rounding.Fig. 4 is the structural representation of the embodiment of the invention 4, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the cross sectional shape of its prefabricated floor 4 of putting more energy into is a T shape.

Feature of the present invention is that also the prefabricated floor 4 of putting more energy into of described multi-disc is parallel, quadrature or oblique setting.Fig. 5 is the structural representation of the embodiment of the invention 5, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, is provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its multi-disc floor 4 of putting more energy into is set in parallel in cavity body each other.

Feature of the present invention is that also the described prefabricated floor 4 of putting more energy into exposes outside the shuttering member.Fig. 6 is the structural representation of the embodiment of the invention 6, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its floor 4 of putting more energy into has part to be exposed to the cavity body outside.

Feature of the present invention is that also the described prefabricated floor 4 of putting more energy into is identical with the basic unit material.Fig. 7 is the structural representation of the embodiment of the invention 7, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the material of its overlapping layers 4 and basic unit's material are inequality.

Feature of the present invention is that also the described prefabricated floor 4 of putting more energy into is different with the basic unit material.

Feature of the present invention is that also the described prefabricated floor 4 of putting more energy into is positioned at the basic unit outside or inboard.Fig. 8 is the structural representation of the embodiment of the invention 8, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and its prefabricated floor 4 of putting more energy into is positioned at the basic unit inboard.

Feature of the present invention also is upper plate 1, sidewall 2, lower shoe 3 or the prefabricated floor 4 of putting more energy into contain reinforce 6 on every side, at upper plate 1, on every side have reinforce 6 to stretch in the alternative body at least a body of sidewall 2, lower shoe 3 or the prefabricated floor 4 of putting more energy into and anchoring wherein.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, its upper plate 1 and be provided with reinforce 6 in the sidewall 2 on every side, have reinforce 6 to stretch in the body of upper plate 1 on every side in the sidewall 2 and anchoring wherein.

Feature of the present invention is that also described prefabricated superposed surfaces of putting more energy into floor 4 is extended with at least one in muscle, net, sheet or the silk and is anchored in the basic unit superimposed with it.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the basic unit inside that is extended with reinforcing bar and is anchored in lower shoe 3 on the superposed surfaces of the basic unit of its prefabricated put more energy into floor 4 and lower shoe 3.

Feature of the present invention also be upper plate 1, on every side the reinforce 6 in the wherein a kind of body in sidewall 2, lower shoe 3 or the prefabricated floor 4 of putting more energy into stretch in the another kind of body and with its body in reinforce 6 welding, colligation, riveted joint, screw is connected or hook is integral.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, it is prefabricated puts more energy into and is extended with reinforcing bar on the superposed surfaces of floor 4 and the basic unit of lower shoe 3, and with the reinforcing bar binding of the basic unit inside of lower shoe 3 be the one anchoring.

Feature of the present invention also is to have in lower shoe 3 bodies at least a reinforce 6 to stretch into the interior also anchoring of sidewall 2 bodies on every side wherein.Figure 12 is the structural representation of the embodiment of the invention 12, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the reinforces 6 in its lower shoe 3 stretch into and be anchored in the inside of sidewall 2 on every side.

Feature of the present invention also is have at least a reinforce 6 to stretch into the interior also anchoring of lower shoe 3 bodies wherein in the sidewall 2 on every side.Figure 13 is the structural representation of the embodiment of the invention 13, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and the reinforces 6 around it in sidewall 2 stretch into and be anchored in the inside of lower shoe 3.

Feature of the present invention is that also described reinforce 6 is from upper plate 1, expose at least one of sidewall 2, lower shoe 3 or the prefabricated floor 4 of putting more energy on every side.Figure 14 is the structural representation of the embodiment of the invention 14, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, the reinforce 6 in its lower shoe 3 from the bottom of sidewall 2 on every side to exposing outside.

Feature of the present invention is that also described reinforce 6 is band shape or the thread or netted reinforce of muscle shape.Figure 15 is the structural representation of the embodiment of the invention 15, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, is provided with in its cavity body also to be superimposed with the prefabricated floor 4 of putting more energy into, and its upper plate 1, the reinforces 6 in sidewall 2 and the lower shoe 3 are latticed on every side.

Feature of the present invention is that also the reinforce 6 in the lower shoe 3 is netted or muscle shape, and the welding each other of net or muscle, colligation or riveted joint are one.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, reinforces 6 in sidewall 2 and the lower shoe 3 are latticed on every side, and the reinforce 6 in its both overlaps each other and connects as one.

Feature of the present invention also is at least a in reinforcing bar, steel wire, fiber, nonwoven or the porose thin band of described reinforce 6.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the reinforce 6 that is provided with in the sidewall 2 around it is thin band, and the reinforce 6 in the lower shoe 3 is a fibrous mesh cloth.

Feature of the present invention also is also at least a in steel mesh reinforcement, gauze wire cloth, fibre bundle, fibrous mesh cloth, metal foil band, strap or the braid over braid of described reinforce 6.

Feature of the present invention is also that lower shoe 3 is protruding a bridging piece 7.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, the reinforce 6 that is provided with in the sidewall 2 on every side is thin band, reinforces 6 in the lower shoe 3 are fibrous mesh cloth, and its lower shoe 3 is protruding bridging piece 7.

Feature of the present invention is that also the reinforce 6 in lower shoe 3 and the bridging piece 7 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 7, and reinforcing bar or steel mesh after perhaps stretching out have crotch.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 is protruding bridging piece 7, be provided with reinforcing bar and gauze wire cloth in its lower shoe 3, have reinforcing bar to be converted into crotch after protruding from the bridging piece 7 simultaneously.

Feature of the present invention is that also described lower shoe 3 is superimposed with overlapping layers 8, overlapping layers 8 and superimposed the going to the bottom of lower shoe 3 common formations.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is superimposed with overlapping layers 8 on its lower shoe 3, overlapping layers 8 and superimposed the going to the bottom of lower shoe 3 common formations.

Feature of the present invention is that also 8 of described overlapping layerss are as the superimposed compound overlapping layers of at least two layer materials.As shown in figure 20, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, also be superimposed with overlapping layers 8 on its lower shoe 3, overlapping layers 8 and lower shoe 3 be common to constitute superimposed going to the bottom, and 8 of its overlapping layerss are as the superimposed compound overlapping layers of multilayer material.

Feature of the present invention is that also described shuttering member is provided with the carrying part 9 of convenient carrying.As shown in figure 20, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, also be superimposed with overlapping layers 8 on its lower shoe 3, overlapping layers 8 and superimposed the going to the bottom of lower shoe 3 common formations, its shuttering member is provided with the carrying part 9 of convenient carrying, and diagram carrying part 9 is a handle.

Feature of the present invention is that also the horizontal profile of described shuttering member or vertical cross section are shaped as polygon, corrugated or circular.Figure 21 is the structural representation of the embodiment of the invention 21, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the horizontal profile of its cavity body is shaped as polygon.

Feature of the present invention is that also the horizontal profile of described shuttering member or vertical cross section are shaped as rectangle, square, arc angle polygon, chamfering polygon or multi sphere limit shape.

Feature of the present invention also is also to be provided with on other position of described shuttering member at least one in chamfering 10, inner corner trim 11, groove 12, hole 14, boss module 15 or the external corner 17.Groove 12, pit 13, hole 14, boss module 15 and external corner 17.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is provided with groove 12, pit 13, hole 14, boss module 15 and external corner 17 on its cavity body simultaneously.Figure 23 is the structural representation of the embodiment of the invention 23, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and also are provided with chamfering 10, inner corner trim 11, groove 12 and raised line 16 on its cavity body simultaneously.

Feature of the present invention also is also to be provided with pit 13 or raised line 16 on other position of described shuttering member.

Feature of the present invention also is described chamfering 10, inner corner trim 11, groove 12 or raised line 16 self or is parallel, quadrature, oblique or grade separation setting mutually.As shown in figure 23, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also to be superimposed with the prefabricated floor 4 of putting more energy into its chamfering 10, inner corner trim 11, groove 12, raised line 16 self or be parallel, quadrature, oblique or grade separation setting mutually in its cavity body.

Feature of the present invention also is to be provided with in the enclosed cavity of described shuttering member at least one in cast-in-place stiffening rib 18, prefabricated or cast-in-place bracing boom 19 or the prefabricated or cast-in-place reinforcing rib 20.Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is provided with cast-in-place stiffening rib 18, prefabricated bracing boom 19 and cast-in-place reinforcing rib 20 in the enclosed cavity of its cavity body.

Feature of the present invention is that also in described cast-in-place stiffening rib 18 or the prefabricated or cast-in-place bracing boom 19 at least one expose outside the shuttering member.As shown in figure 24, cast-in-place stiffening rib 18 and prefabricated bracing boom 19 have part to expose outside the shuttering member.

Feature of the present invention also is to also have on described cast-in-place stiffening rib 18, prefabricated or cast-in-place bracing boom 19 or the prefabricated or cast-in-place reinforcing rib 20 reinforce 6 to expose.

Feature of the present invention is that also described cast-in-place stiffening rib 18, prefabricated or cast-in-place bracing boom 19 or prefabricated or cast-in-place reinforcing rib 20 are superimposed with overlapping layers 8.

Feature of the present invention also is to be filled with light material 21 in the enclosed cavity of described shuttering member.Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, the interior setting of its cavity body also is superimposed with the prefabricated floor 4 of putting more energy into, and also is provided with light material 21 in the enclosed cavity of its cavity body, and diagram light material 21 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 be dismountable movable part.Figure 26 is the structural representation of the embodiment of the invention 26, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and its upper plate 1 is movable dismountable fastening cover plate.

Feature of the present invention also be described upper plate 1 or on every side at least one in the sidewall 2 dismountable movable part is arranged.

Feature of the present invention is that also described shuttering member is provided with connector 22.Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with in its cavity body and also be superimposed with the prefabricated floor 4 of putting more energy into, its cavity body is provided with the connector 22 of the usefulness that is used to be connected to each other, and diagram connector 22 is a rod member.

Feature of the present invention also is to connect and compose assembly in groups by connector 22 each other between described at least two shuttering members, constitutes internal-rib die cavity 23 between the shuttering member.Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, also be provided with the connector 22 of the usefulness that is used to be connected to each other on the cavity body, two cavity body is connected as one by connector 22, constitutes internal-rib die cavity 23 between the cavity body.

Feature of the present invention is that also bridging piece 7 or internal-rib die cavity 23 are provided with stirrup 25.As shown in figure 30, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, its internal-rib die cavity 23 is provided with stirrup 25.

Feature of the present invention is that also bridging piece 7 or internal-rib die cavity 23 are provided with the align member 26 of rib location.Shown in Figure 30, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, its internal-rib die cavity 23 is provided with the align member 26 of rib location.

Feature of the present invention is that also the surface of bridging piece 7 or internal-rib die cavity 23 is coarse, stroke hair or concave-convex surface.Figure 31 is the structural representation of the embodiment of the invention 31, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, lower shoe 3 stretches out bridging piece 7, a plurality of cavity body connect into the gang mould mould component by bridging piece 7, constitute internal-rib die cavity 23 between the cavity body, the wall of its internal-rib die cavity 23 is done and is rubbed the hair processing with the hands, and bridging piece 7 is provided with and exposes straight muscle net.

Feature of the present invention is that also bridging piece 7 or internal-rib die cavity 23 are provided with at least a in folding shape muscle, waveform muscle, straight muscle or the curved muscle.

Feature of the present invention is that also lower shoe 3 is the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete or polymer mortar, upper plate 1 or on every side sidewall 2 be Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics or metal crimp template.Figure 32 is the structural representation of the embodiment of the invention 32, and upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, are provided with also in its cavity body and are superimposed with the prefabricated floor 4 of putting more energy into, and the wall of its upper plate 1 is a Cement fibre net wall.

Feature of the present invention also be upper plate 1 or on every side sidewall 2 all be superimposed with overlapping layers 8.As Figure 14, shown in Figure 34, upper plate 1 and on every side sidewall 2 all be superimposed with overlapping layers 8.

Feature of the present invention also is upper plate 1, the integral body that is formed in one of at least one in sidewall 2 or the lower shoe 3 and overlapping layers 8 on every side.Figure 33 is the structural representation of the embodiment of the invention 33, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, be connected with overlapping layers 8 on the upper plate 1, and the integral body that is formed in one, its upper plate 1 and interconnecting by overlapping layers 8 between the sidewall 2 on every side is integral.

Feature of the present invention also is upper plate 1, sidewall 2 or lower shoe 3 partly or entirely interconnect by overlapping layers 8 each other and enclose cavity body on every side.

Feature of the present invention is also on every side that sidewall 2 and lower shoe 3 partly or entirely interconnect by overlapping layers 8 each other and encloses cavity body.Figure 34 is the structural representation of the embodiment of the invention 34, upper plate 1, sidewall 2 and lower shoe 3 surround cavity body on every side, be provided with and be superimposed with the prefabricated floor 4 of putting more energy in its cavity body, be provided with overlapping layers 8 in the cavity body, its upper plate 1, sidewall 2 and lower shoe 3 interconnect by overlapping layers 8 each other and enclose cavity body on every side.

During the invention process, the prefabricated floor 4 of putting more energy into that first prefabricated cement mortar includes steel wire is standby, mix the system cement mortar then, 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 shuttering member of the layer structure of the opening that surrounds of sidewall 2 on every side again, perhaps also exposing has fibrous mesh cloth reinforce 6, when slip is not dried, the prefabricated floor 4 of putting more energy into is overlapped into one with its slurry bonding, then, again with ferro-cement or concrete die for molding lower shoe 3, at slip not during setting and harden at lower shoe 3, the shuttering member of opening is fastened on it, form wholely, lower shoe 3 also can have bridging piece 7, treat the slip sclerosis after, maintenance can obtain shuttering member to stipulating the length of time.

Claims (52)

1. shuttering member, comprise upper plate (1), sidewall (2) and lower shoe (3) on every side, upper plate (1), sidewall (2) and lower shoe (3) are enclosed cavity body on every side, the upper plate (1) that it is characterized in that cavity body, at least one basic unit of sidewall (2) or lower shoe (3) is superimposed with the prefabricated floor of putting more energy into of a slice (4) at least on every side, the prefabricated floor of putting more energy into (4) is overlapped into integral body with basic unit, lower shoe (3) is an in-line strip lower shoe, is arranged at intervals with at least two upper plates (1) on the strip lower shoe (3), sidewall (2) on every side, the cavity body that lower shoe (3) surrounds.
2. a kind of shuttering member according to claim 1 is characterized in that described strip lower shoe (3) termination is stretched out and constitutes bridging piece (4).
3. a kind of shuttering member according to claim 1 is characterized in that described strip lower shoe (3) side stretches out formation bridging piece (4).
4. a kind of shuttering member according to claim 1 is characterized in that described strip lower shoe (3) termination and side stretch out formation bridging piece (4).
5. a kind of shuttering member according to claim 1 is characterized in that at least two above shuttering members connect and compose assembly in groups by bridging piece (7), constitutes internal-rib die cavity (23) between the shuttering member, and perhaps shuttering member is provided with carrying part (9).
6. a kind of shuttering member according to claim 5 is characterized in that being provided with in the described internal-rib die cavity (23) fixed or movable support draw piece (24).
7. a kind of shuttering member according to claim 1 is characterized in that the described prefabricated floor of putting more energy into (3) is compound floor or the hollow reinforced floor of putting more energy into.
8. a kind of shuttering member according to claim 7 is characterized in that the described prefabricated floor of putting more energy into (4) is for accompanying the compound floor of putting more energy into of light material (5).
9. a kind of shuttering member according to claim 1, the cross sectional shape that it is characterized in that the described prefabricated floor of putting more energy into (4) are T shape, L shaped, worker's shape, ㄈ shape, X-shaped or the degree of lip-rounding.
10. a kind of shuttering member according to claim 1 is characterized in that the prefabricated floor of putting more energy into of described multi-disc (4) is parallel, quadrature or oblique setting.
11. a kind of shuttering member according to claim 1 is characterized in that the described prefabricated floor of putting more energy into (4) exposes outside the shuttering member.
12. a kind of shuttering member according to claim 1 is characterized in that the described prefabricated floor of putting more energy into (4) is identical with the basic unit material.
13. a kind of shuttering member according to claim 1 is characterized in that the described prefabricated floor of putting more energy into (4) is different with the basic unit material.
14. a kind of shuttering member according to claim 1 is characterized in that the described prefabricated floor of putting more energy into (4) is positioned at the basic unit outside or inboard.
15. a kind of shuttering member according to claim 1, it is characterized in that upper plate (1), sidewall (2), lower shoe (3) or the prefabricated floor of putting more energy into (4) contain reinforce (6) on every side, at upper plate (1), on every side have reinforce (6) to stretch in the alternative body at least a body of sidewall (2), lower shoe (3) or the prefabricated floor of putting more energy into (4) and anchoring wherein.
16. a kind of shuttering member according to claim 15, the superposed surfaces that it is characterized in that the described prefabricated floor of putting more energy into (4) are extended with at least one in muscle, net, sheet or the silk and are anchored in the basic unit superimposed with it.
17. a kind of shuttering member according to claim 15, it is characterized in that upper plate (1), on every side the reinforce (6) in the wherein a kind of body in sidewall (2), lower shoe (3) or the prefabricated floor of putting more energy into (4) stretch in the another kind of body and with its body in reinforce (6) welding, colligation, riveted joint, screw is connected or hook is integral.
18. a kind of shuttering member according to claim 15 is characterized in that having in lower shoe (3) body at least a reinforce (6) to stretch into the interior also anchoring of sidewall (2) body on every side wherein.
19. a kind of shuttering member according to claim 15 is characterized in that having at least a reinforce (6) to stretch into the interior also anchoring of lower shoe (3) body wherein in the sidewall (2) on every side.
20. a kind of shuttering member according to claim 15 is characterized in that described reinforce (6) is from upper plate (1), expose at least one of sidewall (2), lower shoe (3) or the prefabricated floor of putting more energy into (4) on every side.
21. a kind of shuttering member according to claim 15 is characterized in that described reinforce (6) is band shape or the thread or netted reinforce of muscle shape.
22. a kind of shuttering member according to claim 21 is characterized in that the reinforce (6) in the lower shoe (3) is netted or muscle shape, the welding each other of net or muscle, colligation or riveted joint are one.
23. a kind of shuttering member according to claim 21 is characterized in that at least a in reinforcing bar, steel wire, fiber, nonwoven or the porose thin band of described reinforce (6).
24. a kind of shuttering member according to claim 23 is characterized in that also at least a in steel mesh reinforcement, gauze wire cloth, fibre bundle, fibrous mesh cloth, metal foil band, strap or the braid over braid of described reinforce (6).
25. a kind of shuttering member according to claim 23, it is characterized in that lower shoe (3) is protruding has a bridging piece (7).
26. a kind of shuttering member according to claim 25, it is characterized in that the reinforce (6) in lower shoe (3) and the bridging piece (7) is steel mesh or reinforcing bar, reinforcing bar or the reinforcing bar that is connected with steel mesh or steel mesh stretch out bridging piece (7), and reinforcing bar or steel mesh after perhaps stretching out have crotch.
27. according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26, it is characterized in that described lower shoe (3) is superimposed with overlapping layers (8), overlapping layers (8) constitutes superimposed going to the bottom jointly with lower shoe (3).
28. a kind of shuttering member according to claim 27 is characterized in that described overlapping layers (8) is originally as the superimposed compound overlapping layers of material more than at least two layers.
29., it is characterized in that described shuttering member is provided with the carrying part (9) of convenient carrying according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26.
30., it is characterized in that the horizontal profile of described shuttering member or vertical cross section are shaped as polygon, corrugated or circular according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26.
31. a kind of shuttering member according to claim 30 is characterized in that the horizontal profile of described shuttering member or vertical cross section are shaped as rectangle, square, arc angle polygon, chamfering polygon or multi sphere limit shape.
32. according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26, it is characterized in that also being provided with on other position of described shuttering member chamfering (10), inner corner trim (11), groove (12), hole (14), boss module (15 or external corner (17) at least one.
33. a kind of shuttering member according to claim 32 is characterized in that also being provided with pit (13) or raised line (16) on other position of described shuttering member.
34. a kind of shuttering member according to claim 32 is characterized in that described chamfering (10), inner corner trim (11), groove (12) or raised line (16) self or is parallel, quadrature, oblique or grade separation setting mutually.
35., it is characterized in that being provided with in the enclosed cavity of described shuttering member at least one in cast-in-place stiffening rib (18), prefabricated or cast-in-place bracing boom (19) or the prefabricated or cast-in-place reinforcing rib (20) according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26.
36. a kind of shuttering member according to claim 35 is characterized in that in described cast-in-place stiffening rib (18) or the prefabricated or cast-in-place bracing boom (19) at least one expose outside the shuttering member.
37. a kind of shuttering member according to claim 35, reinforce (6) exposes to it is characterized in that going up described cast-in-place stiffening rib (18), prefabricated or cast-in-place bracing boom (19) or prefabricated or cast-in-place reinforcing rib (20) in addition.
38. a kind of shuttering member according to claim 35 is characterized in that described cast-in-place stiffening rib (18), prefabricated or cast-in-place bracing boom (19) or prefabricated or cast-in-place reinforcing rib (20) are superimposed with overlapping layers (8).
39., it is characterized in that being filled with light material (21) in the enclosed cavity of described shuttering member according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26.
40. according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26, it is characterized in that described upper plate (1) or on every side at least one in the sidewall (2) be dismountable movable part.
41. according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26, it is characterized in that described upper plate (1) or on every side at least one in the sidewall (2) dismountable movable part is arranged.
42., it is characterized in that described shuttering member is provided with connector (22) according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26.
43. according to the described a kind of shuttering member of claim 42, it is characterized in that connecting and composing assembly in groups by connector (22) each other between described at least two shuttering members, constitute internal-rib die cavity (23) between the shuttering member.
44., it is characterized in that bridging piece (7) or internal-rib die cavity (23) are provided with stirrup (25) according to the described a kind of shuttering member of claim 43.
45., it is characterized in that bridging piece (7) or internal-rib die cavity (23) are provided with the align member (26) of rib location according to the described a kind of shuttering member of claim 43.
46. according to the described a kind of shuttering member of claim 43, the surface that it is characterized in that bridging piece (7) or internal-rib die cavity (23) is coarse, stroke hair or concave-convex surface.
47., it is characterized in that bridging piece (7) or internal-rib die cavity (23) are provided with at least a in folding shape muscle, waveform muscle, straight muscle or the curved muscle according to the described a kind of shuttering member of claim 43.
48. according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 26, it is characterized in that lower shoe (3) is the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete or polymer mortar, upper plate (1) or on every side sidewall (2) be Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, wood glue plate, bamboo offset plate, plastics or metal crimp template.
49. a kind of shuttering member according to claim 27, it is characterized in that upper plate (1) or on every side sidewall (2) all be superimposed with overlapping layers (8).
50., it is characterized in that upper plate (1), the integral body that is formed in one of at least one in sidewall (2) or the lower shoe (3) and overlapping layers (8) on every side according to the described a kind of shuttering member of claim 49.
51. according to the described a kind of shuttering member of claim 49, it is characterized in that upper plate (1), sidewall (2) or lower shoe (3) partly or entirely interconnect by overlapping layers (8) each other and enclose cavity body on every side.
52. a kind of shuttering member according to claim 27 is characterized in that sidewall (2) and lower shoe (3) partly or entirely interconnect by overlapping layers (8) each other on every side to enclose cavity body.
CNB2006100933076A 2003-10-01 2003-10-01 Shuttering member CN100424294C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100933076A CN100424294C (en) 2003-10-01 2003-10-01 Shuttering member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100933076A CN100424294C (en) 2003-10-01 2003-10-01 Shuttering member

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN 200310100984 Division CN1260446C (en) 2003-10-01 2003-10-01 Shuttering member

Publications (2)

Publication Number Publication Date
CN1877025A CN1877025A (en) 2006-12-13
CN100424294C true CN100424294C (en) 2008-10-08

Family

ID=37509562

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006100933076A CN100424294C (en) 2003-10-01 2003-10-01 Shuttering member

Country Status (1)

Country Link
CN (1) CN100424294C (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631681A (en) * 2015-02-13 2015-05-20 王本淼 Hollow floor pore-forming steel mesh and thin plate combined filling body

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5809721A (en) * 1993-05-05 1998-09-22 Antropius; Jean Daniel Collaborating formwork with connected edges
CN2361701Y (en) * 1999-03-10 2000-02-02 邱则有 Thin wall barrel for filling cast-in-place reinforced concrete
DE20009425U1 (en) * 2000-05-26 2000-09-07 Fischer Helmut Edge formwork for concrete slabs and concrete ceilings

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5809721A (en) * 1993-05-05 1998-09-22 Antropius; Jean Daniel Collaborating formwork with connected edges
CN2361701Y (en) * 1999-03-10 2000-02-02 邱则有 Thin wall barrel for filling cast-in-place reinforced concrete
DE20009425U1 (en) * 2000-05-26 2000-09-07 Fischer Helmut Edge formwork for concrete slabs and concrete ceilings

Also Published As

Publication number Publication date
CN1877025A (en) 2006-12-13

Similar Documents

Publication Publication Date Title
CN100445488C (en) Hollow member for cast-in-situ concrete moulding
CN1329601C (en) Hollow form component
CN1936225B (en) Die shell member
CN101152731B (en) Method for manufacturing cavity formwork member
CN1966894B (en) Light moulding bed component for cast-in-situ concrete
CN100476125C (en) Light moulding bed component for cast-in-situ concrete
CN100434611C (en) Lightweight mould member for cast-in-situ concrete
CN100381654C (en) Light moulding bed component for cast-in-situ concrete
CN101187229A (en) Light carcass mould member for in-situ casting
CN101144313B (en) Cavity form component
CN100476105C (en) Cavity formwork component
CN101158191B (en) Cast-in-situs concrete hollow slab
CN100570092C (en) A kind of shuttering member
CN100549334C (en) A kind of hollow cast slab
CN101298807A (en) Shuttering component
CN100535333C (en) Mould shell structural member
CN101653961A (en) Manufacturing method of hollow mould shell member
CN1991024B (en) Cavity form component
CN100501042C (en) Cavity mould-shell structural component
CN100516434C (en) Hollow carcass for filling cast-in-situ concrete
CN100467737C (en) Hollow member for cast-in-situ concrete moulding
CN100577942C (en) Hollow-cavity shuttering component for cast-in-situ concrete
CN100458047C (en) Component of moulding bed in lightweight in use for pouring concrete in site
CN100476117C (en) Hollow component
CN101016774B (en) Hollow component used for concrete

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20101103

Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base

Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd.

Address before: 410005 Hunan province Changsha Furong Road 185 Suncheon City 28 floor

Patentee before: Qiu Zeyou

COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 310012 ROOM 2-203, QIUZHI LANE, WEN ER ROAD, ZHEJIANG PROVINCE TO: 310012 ROOM 218, NO.628, WENSAN WEST ROAD, HANGZHOU CITY, ZHEJIANG PROVINCE

ASS Succession or assignment of patent right

Owner name: HANGZHOU TELIANG SCIENCE AND TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: GE SHICHAO

Effective date: 20101101

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081008

Termination date: 20131001

C17 Cessation of patent right