CN1635251A - Shuttering member - Google Patents
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- CN1635251A CN1635251A CN 200310125128 CN200310125128A CN1635251A CN 1635251 A CN1635251 A CN 1635251A CN 200310125128 CN200310125128 CN 200310125128 CN 200310125128 A CN200310125128 A CN 200310125128A CN 1635251 A CN1635251 A CN 1635251A
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- shuttering member
- basin
- sidewall
- draw piece
- die cavity
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Abstract
The invention provides a shuttering member, which comprises an upper board, peripheral side panels, the upper board and the peripheral side panels encloses an open basin shape component, characterized in that at two of the basin form components are spaced arranged, the opposed faces of which form a die cavity in the cast-in-situs concrete inner rib, which is provided with at least one spacing tension member for connecting the two basin shape components, thus, when the shuttering member is applied to the cast-in-situs of concrete hollow building covers, the hollow building slab construction quality will not be influenced by the misplacement phenomenon between the shuttering members, the construction efficiency can be increased substantially. furthermore, the shuttering member has the advantages of simple construction, good deformation resistance, fine vibration resisting performance, and rapid construction speed. The shuttering members are adapted for the application of hollow building cover, room cover, wall, foundation slab and laced beam bridges of the cast-in-situs reinforcing steel concrete or prestressed reinforcement concrete, especially for hollow building covers with no beams or dense rib building covers.
Description
(1) technical field
The present invention relates to a kind of shuttering member.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (hollow, solid).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.The patent No. is ZL00203695.9's " combination concrete hidden rib floor structure " utility model patent, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is horizontal positioned at interval, on prefabricated plate, be fixed with formwork, formwork comprises upper plate and side plate on every side, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connect as one with dark rib, this kind floor structure no longer needs to use in a large number template, accelerate speed of application, shortened the duration, thereby reduced cost.But, when this shuttering member is constructed, needing single laying construction, inconsistent phenomenon easily takes place in mutually positioning inconvenience, influences the construction quality of superstructure, also influences efficiency of construction, therefore, develops 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 easy construction, be easy to guarantee characteristics such as floor construction quality.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, upper plate, sidewall surrounds uncovered basin-shaped component on every side, it is characterized in that described at least two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity between the opposite face of two basin-shaped components, have in the internal-rib die cavity two at least one spacer draw pieces of the alternate binding all-in-one-piece of basin-shaped component.Like this, because shuttering member by at least two basin-shaped components alternately, connect to one by a spacer draw piece between the basin-shaped component, form shuttering member in groups, thereby when being applied to cast-in-situ concrete hollow floor, shuttering member is become in groups by single laying to be laid, mutually positioning very convenient, the construction quality that is difficult for inconsistent phenomenon takes place and influences superstructure, efficiency of construction also improves greatly, simultaneously, shuttering member also has simple in structure, resistance to deformation, the anti-vibration performance is good, characteristics such as speed of application is fast, thereby reached purpose of the present invention, be applicable to the hollow building cover of cast-in-situ reinforced concrete or prestressed reinforced concrete, roof system, body of wall, sole plate and hollow bridges are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention also is between described spacer draw piece and the basin-shaped component to firmly fixed.Like this, the spacer draw piece connects as one two or more shuttering members between firmly linking, when it is applied in the cast-in-situ concrete hollow floor, handling, install more convenient, cracky more not.
Feature of the present invention also is between described spacer draw piece and the basin-shaped component to flexibly connecting.Like this, when shuttering member is applied in the cast-in-situ concrete hollow floor, after shuttering member installs, active interval can be supportted the draw piece dismounting and reclaim the secondary use, reduced 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, and concrete also can pour in the internal-rib die cavity swimmingly.
Feature of the present invention is that also described spacer draw piece is at least one in rod member, rope, plate, muscle, silk, thin band, the pier.Like this, the variation of a spacer draw piece material and structure can be satisfied the different designs requirement of product, and can be according to different needs, adopts reasonable manner to connect.As adopting spacer draw piece between the conduct of web strap material and wood particle simultaneously, be arranged in the internal-rib die cavity, the metal foil band can play a part to draw, and wood particle can play support.
Feature of the present invention also be spacer draw piece between described rod member, plate, pier formula be hollow or porous hollow between the spacer draw piece.Like this, can be according to the design needs, hollow or solid or porous of corresponding employing or compound support draw piece rationally solve the reinforcing problem of drawing that supports.
Feature of the present invention is that also described spacer draw piece is metalwork.Like this, spacer draw piece intensity height between metal, manufacture conveniently, can realize at an easy rate producing in enormous quantities, simultaneously, after shuttering member was applied in the cast-in-situ concrete hollow floor, spacer draw piece and Cast-in-place concrete combined between metal, but the fellowship building cover structure is stressed.
Feature of the present invention is that also described intermetallic spacer draw piece is docked by at least two metalworks, or the wall body of metalwork and internal-rib die cavity welding, or the welding of the built-in fitting of metalwork and internal-rib die cavity wall, or the die wall screw or the bolt of metalwork and built-in fitting or die cavity form.Like this, the variation of shuttering member connected mode, but convenient construction connect fast when using, increase substantially speed of application, simultaneously secure and reliable connection.
Feature of the present invention is that also described spacer draw piece is that U, I, X, T, zero, ㄈ, the shape that steel plate is made supportted draw piece or be iron wire, reinforcing bar, metal tube stay draw piece.Like this, the metal of the multiple cross sectional shape support draw piece different bonding strengths that can satisfy shuttering member require and rigidity requirement.
Feature of the present invention is that also at least one bending of described spacer draw piece stretch into anchoring in the wall of cavity body.Like this, the die wall of a spacer draw piece and shuttering member is fixed to be one, connects firm.
Feature of the present invention is that also described spacer draw piece is parallel, quadrature, oblique, grade separation setting each other.Like this, a spacer draw piece is provided with parallel, quadrature, oblique, grade separation or other mode, can satisfy the needs of different designs.
Feature of the present invention is also that sidewall is protruding around described a toss.Like this, when shuttering member was applied in the cast-in-situ concrete hollow floor, outwardly directed bridging piece can replace construction formwork, reduced the template loss, reduced material cost, can save the template installation procedure simultaneously, accelerated speed of application, improved efficiency of construction.
Feature of the present invention is that also upper plate, sidewall or toss on every side contain reinforce, perhaps also has reinforce to expose, and perhaps reinforce stretches into anchoring in the matrix of each adjacent member each other.Reinforce is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.Like this, upper plate, contain above-mentioned reinforce in sidewall or the bridging piece on every side, their strength and stiffness have been improved greatly, make shuttering member cracky not in stacking, transportation, installation, work progress, even the breakage of small size is arranged, because of the connection of reinforce is arranged, do not need to repair yet, can continue to come into operation.If also have reinforce to expose the shuttering member outside on the shuttering member, when shuttering member is applied in the cast-in-situ concrete hollow floor, reinforce and Cast-in-place concrete that it exposes combine, and can improve the bond stress between Cast-in-place concrete and the shuttering member greatly, optimize the performance of whole hollow building cover; Simultaneously, expose reinforce and also make things convenient for shuttering member when carrying, make handle or suspension ring or suspension hook and use.
Feature of the present invention also be described upper plate or sidewall or toss on every side be provided with suspender member hang built-in fitting or junction box or spool or light trough box or airduct at least one.Like this, after shuttering member is applied in the superstructure, because suspender member or hang built-in fitting or the setting in advance of junction box or spool or light trough box or airduct; made things convenient for the installation of various relevant devices in the superstructure; simultaneously, can prevent to knock destruction effectively, the overall performance of protection superstructure afterwards.
Feature of the present invention also is also to be provided with on the described shuttering member at least one in inner corner trim, chamfering, arc angle, groove, pit, boss module, raised line, the external corner.Like this, after shuttering member was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in inner corner trim, chamfering, arc angle, groove, the pit, and the corresponding Cast-in-place concrete that forms the part adds competent structure; The boss module that is provided with on the 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 reinforcing rib, stiffening rib, bracing boom on the described shuttering member or adds in wringing at least one.Like this, after shuttering member is applied in the cast-in-situ concrete hollow floor, reinforcing rib, stiffening rib, the bracing boom that is provided with in the shuttering member or add and wring and can form cast-in-place and the prefabricated composite construction that combines with Cast-in-place concrete optimized cast-in-situ concrete hollow floor inside stress system.
Feature of the present invention is also that the toss of described at least two shuttering members is connected to each other and forms wholely, also is provided with horizontal groove with the toss contact site on the sidewall around perhaps.Like this, when shuttering member was applied in the cast-in-situ concrete hollow floor, toss can replace construction formwork, saved the template installation procedure, had reduced material wastage rate.If also be provided with transverse concave groove with the toss contact site on the sidewall around between the shuttering member, then Cast-in-place concrete can form the edge of a wing or the reinforcing rib of cast-in-place concrete hidden rib in groove, and cast-in-place concrete hidden rib has then formed the dark rib of inverted T-shaped.Thereby the intensity of superstructure is higher, and rigidity is bigger, and mechanical property is better.
Feature of the present invention also be described upper plate or sidewall or toss on every side at least one be provided with overlapping layers.Like this, owing to be provided with overlapping layers, thereby the making of shuttering member is easier, production efficiency is higher, and cost of production is lower.Simultaneously, the intensity and the rigidity of shuttering member are bigger, pile up, cracky more not in transportation and the construction and installation process.
Feature of the present invention is that also described shuttering member is provided with the carrying part.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 basin-shaped component is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, 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 re-entrant portion of described shuttering member is provided with light material.Like this, shuttering member has better sound insulation, heat insulation, heat-insulating property; Simultaneously, also improve the shock resistance of shuttering member greatly, reduced the breakage rate of product in the construction application process.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 is that also described shuttering member is provided with align member.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 shuttering member, 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.
Feature of the present invention is that also described shuttering member is provided with connector connected to one another between the shuttering member.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 be described upper plate or on every side at least one of sidewall be provided with overlapping layers.Like this, owing to be provided with overlapping layers, thereby the making of shuttering member is easier, production efficiency is higher, and cost of production is lower.Simultaneously, the intensity and the rigidity of shuttering member are bigger, pile up, cracky more not in transportation and the construction and installation process.
Feature of the present invention is that also described overlapping layers is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, plastic foamboard, metal crimp template or wood glue plate or bamboo offset plate.Like this, the variation of overlapping layers manufacturing materials can make shuttering member fully satisfy the needs of various different situations, helps reducing product cost.
Feature of the present invention also be the upper plate of described shuttering member or on every side the wall of sidewall be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete, perhaps toss is the toss of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar.Like this, the upper plate of shuttering member 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 is that also in described upper plate, sidewall or the toss on every side at least one is to be stained with the muscle of cementitious material or the superimposed gluing of reinforce of net forms by multilayer.Like this, be stained with upper plate, sidewall or the toss on every side that the reinforce of the muscle of cementitious material or net is formed by stacking, have characteristics such as intensity height, rigidity be big, in light weight by multilayer, the respective mode mould component pile up, cracky more not in transportation and the construction and installation process.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 for upper plate, 2 for around sidewall, 3 for internal-rib die cavity, 4 be between the spacer draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, its described two basin-shaped components constitute Cast-in-place concrete internal-rib die cavity 3 alternately between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component.
Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, between its described spacer draw piece 4 and the basin-shaped component for firmly fixed.
Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, be flexible connection between its described spacer draw piece 4 and the basin-shaped component.
Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is a plate.
Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, between spacer draw piece 4 be rod member, between its described rod member formula spacer draw piece 4 be hollow between the spacer draw piece.
Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is a metalwork, is illustrated as reinforcing bar.
Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, spacer draw piece 4 is a metalwork between diagram, and its described intermetallic spacer draw piece 4 is fixedly formed by two metalwork butt joint welding.
Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, spacer draw piece 4 is a metalwork between diagram, the T shape support draw piece that its described spacer draw piece 4 made for steel plate.
Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the interior anchoring of wall of cavity body is stretched in two bending of its described spacer draw piece 4.
Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is parallel, oblique setting each other.
Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 was protruding around it was described a toss 5.
Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, all contain reinforce 6 in its described upper plate 1, sidewall 2 and the toss 5 on every side, also have simultaneously reinforce 6 to expose in the toss 5, reinforce 6 stretches into anchoring in the matrix of each adjacent member each other.Diagram reinforce 6 is the combination setting of reinforcing bar and fibrous mesh cloth.
Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, its described upper plate 1 and around also be respectively arranged with suspender member 7, junction box 8, spool 9, light trough box 10 and airduct 11 on the sidewall 2.
Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, also is provided with inner corner trim 12, chamfering 13, arc angle 14, groove 15, pit 16, boss module 17, raised line 18 and external corner 19 on its described shuttering member simultaneously.
Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, also is provided with reinforcing rib 20, stiffening rib 21, bracing boom 22 on its described shuttering member simultaneously and adds and wring 23.
Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, the toss 5 of its described two shuttering members is connected to each other and forms integral body, simultaneously, also be provided with horizontal groove 15 with toss 5 contacts site on the sidewall 2 on every side.
Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, and its described upper plate 1 is provided with overlapping layers 24.
Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, and its described shuttering member is provided with carrying part 25, and diagram carrying part 25 is handle.
Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the horizontal profile of its described basin-shaped component is shaped as polygon.
Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the re-entrant portion of its described shuttering member is provided with light material 26, and diagram light material 26 is an expanded perlite.
Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described shuttering member is provided with align member 27, and illustrated position member 27 is a locating piece.
Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described shuttering member is provided with connector 28 connected to one another between the shuttering member, and diagram connector 28 is socket joint rod member and hole.
Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described upper plate 1 is provided with overlapping layers 24.
Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, upper plate 1 and on every side sidewall 2 be provided with overlapping layers 24.Its described overlapping layers 24 is the light aggregate concrete layer.
Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the upper plate 1 of its described shuttering member and on every side the wall of sidewall 2 be the glass fiber cement mortar wall, toss 5 is the toss that ferro-cement is made.
Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described upper plate 1, sidewall 2 and toss 5 on every side all are to be formed by the netted reinforce 6 superimposed gluings that multilayer is stained with cementitious material.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise upper plate 1, sidewall 2 on every side, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, it is characterized in that described at least two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 two at least one spacer draw pieces 4 of the alternate binding all-in-one-piece of basin-shaped component.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 for upper plate, 2 for around sidewall, 3 for internal-rib die cavity, 4 be between the spacer draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, its described two basin-shaped components constitute Cast-in-place concrete internal-rib die cavity 3 alternately between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component.
Feature of the present invention also is between described spacer draw piece 4 and the basin-shaped component to firmly fixed.Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, between its described spacer draw piece 4 and the basin-shaped component for firmly fixed.
Feature of the present invention also is between described spacer draw piece 4 and the basin-shaped component to flexibly connecting.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, be flexible connection between its described spacer draw piece 4 and the basin-shaped component.
Feature of the present invention is that also described spacer draw piece 4 is at least one in rod member, rope, plate, muscle, silk, thin band, the pier.Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is a plate.
Feature of the present invention is that also spacer draw piece 4 is spacer draw piece between hollow or porous hollow between described rod member, plate, pier formula.Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, between spacer draw piece 4 be rod member, between its described rod member formula spacer draw piece 4 be hollow between the spacer draw piece.
Feature of the present invention is that also described spacer draw piece 4 is metalwork.Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is a metalwork, is illustrated as reinforcing bar.
Feature of the present invention is that also described intermetallic spacer draw piece 4 is docked by at least two metalworks, or the wall body of metalwork and internal-rib die cavity 3 welding, or the welding of the built-in fitting of metalwork and internal-rib die cavity wall, or the die wall screw or the bolt of metalwork and built-in fitting or die cavity 3 form.Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, spacer draw piece 4 is a metalwork between diagram, and its described intermetallic spacer draw piece 4 is fixedly formed by two metalwork butt joint welding.
Feature of the present invention also is U, I, X, T, zero, ㄈ, the shape support draw piece that described spacer draw piece 4 made for steel plate or is iron wire, reinforcing bar, metal tube stay draw piece.Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, spacer draw piece 4 is a metalwork between diagram, the T shape support draw piece that its described spacer draw piece 4 made for steel plate.
Feature of the present invention is that also at least one bending of described spacer draw piece 4 stretch into anchoring in the wall of cavity body.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the interior anchoring of wall of cavity body is stretched in two bending of its described spacer draw piece 4.
Feature of the present invention is that also described spacer draw piece 4 is parallel, quadrature, oblique, grade separation setting each other.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described spacer draw piece 4 is parallel, oblique setting each other.
Feature of the present invention is also that sidewall 2 is protruding around described a toss 5.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 was protruding around it was described a toss 5.
Feature of the present invention is that also upper plate 1, sidewall 2 or toss 5 on every side contain reinforce 6, perhaps also has reinforce 6 to expose, and perhaps reinforce 6 stretches into anchoring in the matrix of each adjacent member each other.Reinforce 6 is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, all contain reinforce 6 in its described upper plate 1, sidewall 2 and the toss 5 on every side, also have simultaneously reinforce 6 to expose in the toss 5, reinforce 6 stretches into anchoring in the matrix of each adjacent member each other.Diagram reinforce 6 is the combination setting of reinforcing bar and fibrous mesh cloth.
Feature of the present invention also be described upper plate 1 or sidewall 2 or toss 5 on every side be provided with suspender member hang built-in fitting 7 or junction box 8 or spool 9 or light trough box 10 or airduct 11 at least one.Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, its described upper plate 1 and around also be respectively arranged with suspender member 7, junction box 8, spool 9, light trough box 10 and airduct 11 on the sidewall 2.
Feature of the present invention also is also to be provided with on the described shuttering member at least one in inner corner trim 12, chamfering 13, arc angle 14, groove 15, pit 16, boss module 17, raised line 18, the external corner 19.Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, also is provided with inner corner trim 12, chamfering 13, arc angle 14, groove 15, pit 16, boss module 17, raised line 18 and external corner 19 on its described shuttering member simultaneously.
Feature of the present invention also is also to be provided with reinforcing rib 20, stiffening rib 21, bracing boom 22 on the described shuttering member or to add at least one of wringing in 23.Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, also is provided with reinforcing rib 20, stiffening rib 21, bracing boom 22 on its described shuttering member simultaneously and adds and wring 23.
Feature of the present invention is also that the toss 5 of described at least two shuttering members is connected to each other and forms wholely, also is provided with horizontal groove 15 with toss 5 contacts site on the sidewall 2 around perhaps.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, the toss 5 of its described two shuttering members is connected to each other and forms integral body, simultaneously, also be provided with horizontal groove 15 with toss 5 contacts site on the sidewall 2 on every side.
Feature of the present invention also be described upper plate 1 or sidewall 2 or toss 5 on every side at least one be provided with overlapping layers 24.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, and its described upper plate 1 is provided with overlapping layers 24.
Feature of the present invention is that also described shuttering member is provided with carrying part 25.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, sidewall 2 is protruding on every side a toss 5, and its described shuttering member is provided with carrying part 25, and diagram carrying part 25 is handle.
Feature of the present invention is that also the horizontal profile of described basin-shaped component is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the horizontal profile of its described basin-shaped component is shaped as polygon.
Feature of the present invention is that also the re-entrant portion of described shuttering member is provided with light material 26.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the re-entrant portion of its described shuttering member is provided with light material 26, and diagram light material 26 is an expanded perlite.
Feature of the present invention is that also described shuttering member is provided with align member 27.Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described shuttering member is provided with align member 27, and illustrated position member 27 is a locating piece.
Feature of the present invention is that also described shuttering member is provided with connector 28 connected to one another between the shuttering member.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described shuttering member is provided with connector 28 connected to one another between the shuttering member, and diagram connector 28 is socket joint rod member and hole.
Feature of the present invention also be described upper plate 1 or on every side at least one of sidewall 2 be provided with overlapping layers 24.Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described upper plate 1 is provided with overlapping layers 24.
Feature of the present invention is that also described overlapping layers 24 is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, plastic foamboard, metal crimp template or wood glue plate or bamboo offset plate.Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, upper plate 1 and on every side sidewall 2 be provided with overlapping layers 24.Its described overlapping layers 24 is the light aggregate concrete layer.
Feature of the present invention also be the upper plate 1 of described shuttering member or on every side the wall of sidewall 2 be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete, perhaps toss 5 is the toss of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar.Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, the upper plate 1 of its described shuttering member and on every side the wall of sidewall 2 be the glass fiber cement mortar wall, toss 5 is the toss that ferro-cement is made.
Feature of the present invention is that also in described upper plate 1, sidewall 2 or the toss 5 on every side at least one is to be stained with the muscle of cementitious material or the reinforce 6 superimposed gluings of net form by multilayer.Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity 3 between the opposite face of two basin-shaped components, have in the internal-rib die cavity 3 spacer draw piece 4 between two alternate binding all-in-one-pieces of basin-shaped component, its described upper plate 1, sidewall 2 and toss 5 on every side all are to be formed by the netted reinforce 6 superimposed gluings that multilayer is stained with cementitious material.
During the invention process, can adopt cement mortar cementitious matter and fiberglass gridding cloth, in mould, make one deck cementitious matter, the layer of glass grid cloth, the shuttering member of the interband spacer draw piece 4 with layer structure of the multilayer build-up of one deck cementitious matter again, demoulding maintenance promptly gets shuttering member to stipulating the length of time.
Claims (26)
1, a kind of shuttering member, comprise upper plate (1), sidewall (2) on every side, upper plate (1), sidewall (2) surrounds uncovered basin-shaped component on every side, it is characterized in that described at least two basin-shaped components alternately, constitute Cast-in-place concrete internal-rib die cavity (3) between the opposite face of two basin-shaped components, have in the internal-rib die cavity (3) two at least one spacer draw pieces (4) of the alternate binding all-in-one-piece of basin-shaped component.
2, a kind of shuttering member according to claim 1 is characterized in that between described spacer draw piece (4) and the basin-shaped component for firmly fixed.
3, a kind of shuttering member according to claim 1 is characterized in that between described spacer draw piece (4) and the basin-shaped component for flexibly connecting.
4, a kind of shuttering member according to claim 1 is characterized in that described spacer draw piece (4) is at least one in rod member, rope, plate, muscle, silk, thin band, the pier.
5, a kind of shuttering member according to claim 4 is characterized in that spacer draw piece (4) is spacer draw piece between hollow or porous hollow between described rod member, plate, pier formula.
6, a kind of shuttering member according to claim 1 is characterized in that described spacer draw piece (4) is metalwork.
7, a kind of shuttering member according to claim 6, it is characterized in that described intermetallic spacer draw piece (4) is docked by at least two metalworks, or the wall body of metalwork and internal-rib die cavity (3) welding, or the welding of the built-in fitting of metalwork and internal-rib die cavity wall, or the die wall screw or the bolt of metalwork and built-in fitting or die cavity (3) form.
8, a kind of shuttering member according to claim 6 is characterized in that U, I, X, T, zero, ㄈ, the shape support draw piece that described spacer draw piece (4) made for steel plate or is iron wire, reinforcing bar, metal tube stay draw piece.
9, a kind of shuttering member according to claim 1, at least one the bending that it is characterized in that described spacer draw piece (4) stretch into anchoring in the wall of cavity body.
10, a kind of shuttering member according to claim 1 is characterized in that described spacer draw piece (4) is parallel, quadrature, oblique, grade separation setting each other.
11, according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10, it is characterized in that sidewall (2) is protruding around described has a toss (5).
12, a kind of shuttering member according to claim 11, it is characterized in that upper plate (1), sidewall (2) or toss (5) on every side contain reinforce (6), perhaps also have reinforce (6) to expose, perhaps reinforce (6) stretches into anchoring in the matrix of each adjacent member each other.Reinforce (6) is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.
13, a kind of shuttering member according to claim 11, it is characterized in that described upper plate (1) or sidewall (2) or toss (5) on every side be provided with suspender member hang built-in fitting (7) or junction box (8) or spool (9) or light trough box (10) or airduct (11) at least one.
14, a kind of shuttering member according to claim 11 is characterized in that also being provided with on the described shuttering member at least one in inner corner trim (12), chamfering (13), arc angle (14), groove (15), pit (16), boss module (17), raised line (18), the external corner (19).
15, a kind of shuttering member according to claim 11 is characterized in that also being provided with on the described shuttering member reinforcing rib (20), stiffening rib (21), bracing boom (22) or adds at least one of wringing in (23).
16, a kind of shuttering member according to claim 11, the toss (5) that it is characterized in that described at least two shuttering members be connected to each other form whole, perhaps around sidewall (2) go up and toss (5) contact site also is provided with horizontal groove (15).
17, a kind of shuttering member according to claim 16, at least one that it is characterized in that described upper plate (1) or sidewall (2) or toss (5) on every side is provided with overlapping layers (24).
18, a kind of shuttering member according to claim 16 is characterized in that described shuttering member is provided with carrying part (25).
19,, it is characterized in that the horizontal profile of described basin-shaped component is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10.
20,, it is characterized in that the re-entrant portion of described shuttering member is provided with light material (26) according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10.
21,, it is characterized in that described shuttering member is provided with align member (27) according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10.
22,, it is characterized in that described shuttering member is provided with connector connected to one another (28) between the shuttering member according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10.
23, according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10, it is characterized in that described upper plate (1) or on every side at least one of sidewall (2) be provided with overlapping layers (24).
24, a kind of shuttering member according to claim 23 is characterized in that described overlapping layers (24) is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, plastic foamboard, metal crimp template or wood glue plate or bamboo offset plate.
25, according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10, it is characterized in that the upper plate (1) of described shuttering member or on every side the wall of sidewall (2) be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete, perhaps toss (5) is the toss of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar.
26,, it is characterized in that in described upper plate (1), sidewall (2) or the toss (5) on every side at least one is to be stained with the muscle of cementitious material or the superimposed gluing of the reinforce of net (6) forms by multilayer according to the described a kind of shuttering member of arbitrary claim in the claim 1 to 10.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310125128 CN1635251A (en) | 2003-12-27 | 2003-12-27 | Shuttering member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310125128 CN1635251A (en) | 2003-12-27 | 2003-12-27 | Shuttering member |
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| Publication Number | Publication Date |
|---|---|
| CN1635251A true CN1635251A (en) | 2005-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200310125128 Pending CN1635251A (en) | 2003-12-27 | 2003-12-27 | Shuttering member |
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| CN (1) | CN1635251A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270614A (en) * | 2020-02-18 | 2020-06-12 | 佛山新籁工程科技有限公司 | Template for bridge column |
| CN111962858A (en) * | 2020-08-31 | 2020-11-20 | 中启胶建集团有限公司 | Positioning device for mounting wall body reinforcing steel bars and templates and construction process |
-
2003
- 2003-12-27 CN CN 200310125128 patent/CN1635251A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270614A (en) * | 2020-02-18 | 2020-06-12 | 佛山新籁工程科技有限公司 | Template for bridge column |
| CN111962858A (en) * | 2020-08-31 | 2020-11-20 | 中启胶建集团有限公司 | Positioning device for mounting wall body reinforcing steel bars and templates and construction process |
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