CN101363259A - Hollow mold for filling cast-in-situ concrete - Google Patents
Hollow mold for filling cast-in-situ concrete Download PDFInfo
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- CN101363259A CN101363259A CNA2008103041915A CN200810304191A CN101363259A CN 101363259 A CN101363259 A CN 101363259A CN A2008103041915 A CNA2008103041915 A CN A2008103041915A CN 200810304191 A CN200810304191 A CN 200810304191A CN 101363259 A CN101363259 A CN 101363259A
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Abstract
A hollow matrix for cast-in-situ concrete filling comprises a hollow matrix (1) and outer walls (2) which form the hollow matrix (1) with a cavity (3) by enclosing. The hollow matrix is characterized in that the side outer walls (2) of the hollow matrix (1) are provided with an overhung rib spacing limiting element (4) which is at least one of a bar, a bar dowel, a protruding block and a bracket; a groove (15) arranged on the hollow matrix (1) is communicated with a hole (17) of a hollow bar (18). The hollow matrix is applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slabs, floors, roofs, walls, foundation slabs and bridges, especially to hollow flat slabs.
Description
The application be that September 2, application number in 2004 are 2004101552833 the applying date, name is called the dividing an application of application for a patent for invention of " a kind of hollow die for pouring concrete filling on site ".
(1) technical field
The present invention relates to a kind of hollow die for pouring concrete filling on site.
(2) background technology
At present, cast-in-situ concrete hollow floor is to use wider floor structural form, and the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99249798.1, name are called " filling reinforced concrete fiber reinforcement type thin-wall member " utility model patent as the applicant in the patent No. of application on November 29th, 1999, it discloses a kind of thin-wall mould-shell member, comprise upper plate, on every side sidewall, go to the bottom, upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity.And for example the patent No. is that ZL00203695.9, name are called " combination concrete hidden rib floor structure " utility model patent, a kind of shuttering member is disclosed in its manual, it can be solid, also can be hollow, and its profile can be made shapes such as rectangle, circle, polygon according to designing requirement.When but this building unit was applied to cast-in-situ concrete hollow floor, the cross spacing inconvenience can't guarantee effectively that the width of dark rib in the superstructure is consistent with the design width, therefore, developed a kind of novel hollow die for pouring concrete filling on site for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of hollow die for pouring concrete filling on site, have the characteristics such as pouring quality that are easy to guarantee cast-in-situ concrete hollow floor.
Solution of the present invention is on the basis of existing technology, comprise hollow matrix, outer wall surrounds the hollow matrix that is formed with cavity, the side outer wall that it is characterized in that described hollow matrix is provided with the rib spacing limit for width part of encorbelmenting, rib spacing limit for width part is at least a in rod member, bar dowel, projection, the support, and the groove that is provided with on the hollow matrix is connected with the hole of hollow rod member and communicates.Like this, because the side outer wall of hollow matrix is provided with the rib spacing limit for width part of encorbelmenting, thereby the width that can guarantee dark rib in the superstructure effectively is consistent with the design width, play spacing in, rib spacing limit for width part also can play support intercostal action of steel bars, and the effect that reinforcing bar is positioned, make dark rib upper reinforcement can not drop to the bottom of dark rib, can guarantee the pouring quality of cast-in-situ concrete hollow floor effectively, thereby solved problems of the prior art preferably, reached purpose of the present invention; In addition, characteristics such as that hollow matrix also has is simple in structure, intensity is high, rigidity is big, resistance to deformation, anti-vibration performance are good, easy construction, speed of application are fast, the hollow plate, superstructure, roof system, body of wall, sole plate and the bridge that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete use, and are particularly useful for hollow arch without beam and use.
Feature of the present invention is that also described rib spacing limit for width part is at least a in rod member, bar dowel, projection, the support.Like this, the form and the diversification of varieties of rib spacing limit for width part can fully satisfy the construction needs under the various different situations.If the limit for width part is when being rod member, the good rigidity of rod member, intensity height, not yielding, the intercostal dislocation is little; When if the limit for width part is bar dowel, bar dowel can be pricked with the main stress reinforcing bar in the superstructure and form integral body, and the fellowship structure stress improves the structure stress form of superstructure inside; When if the limit for width part is projection or support, bonding strength height between limit for width part and the hollow matrix, cracky can not increase its spacing reliability greatly.
Feature of the present invention is that also described rib spacing limit for width part is provided with the reinforcing bar of U-shaped or the locating slot of pipeline.Like this, when described hollow matrix was applied in the Cast-in-place Concrete Building Floor, reinforcing bar or pipeline in the dark rib can directly be mounted in the locating slot of U-shaped, prevented displacement, can position reinforcing bar effectively, thereby guarantee the pouring quality of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described rib spacing limit for width part is provided with the iron wire that colligation is used.Like this, when described hollow matrix is applied in the cast-in-situ concrete hollow floor, in work progress, after laying reinforcing bar, for preventing the reinforcing bar displacement, can reinforcing bar binding be connected by the iron wire that the colligation that is provided with on the rib spacing limit for width part is used, can position reinforcing bar effectively, thereby guaranteed the pouring quality of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described hollow matrix is a polyhedron.Like this, when hollow matrix is polyhedron, manufacture conveniently, be easy to realize the mechanization production in enormous quantities; If when hollow matrix is the polyhedron hollow matrix of rule, then can more fully satisfy the user demand of the floor of various Rule Design.Simultaneously, present technique field personnel also can be according to demand, and production use polyhedron hollow matrix irregular reducing or abnormity satisfies the user demand under the different situations, uses with convenient.
Feature of the present invention is that also described hollow matrix is square hexahedron.Like this, when hollow matrix is hexahedron, manufacture conveniently, be easy to realize the mechanization production in enormous quantities; If when hollow matrix is the hexahedron hollow matrix of rule, then can more fully satisfy the user demand of the floor of various Rule Design.
Feature of the present invention is that also the horizontal cross sectional geometry of described hollow matrix is square.Like this, when the horizontal cross sectional geometry of hollow matrix was square, convenient design, production and construction helped improving and produce and efficiency of construction, reduce production and construction cost.
Feature of the present invention is that also described hollow matrix is provided with the filler strip of reinforcing bar or/and cushion block.Like this, when hollow matrix is applied in the cast-in-situ concrete hollow floor, the filler strip of the reinforcing bar that is provided with on the outer wall of hollow matrix or cushion block, can make the reinforcing bar in the superstructure built on stilts, make to keep suitable spacing between reinforcing bar in the superstructure and the hollow matrix, behind the Cast-in-place concrete, can guarantee that reinforcing bar is bonded by Cast-in-place concrete fully, thereby guarantee that bond stress is evenly unified between reinforcing bar and the Cast-in-place concrete, guarantee the quality of Cast-in-place Concrete Building Floor; Simultaneously, also can prevent reinforcing bars rusting; And the setting of filler strip or cushion block makes the laying of reinforcing bar more convenient, can make things convenient for the construction application of hollow matrix greatly.
Feature of the present invention also is described filler strip or/and cushion block is arranged on the top outer wall of hollow matrix.Like this, can make the reinforcing bar in the superstructure built on stilts, make the suitable spacing of maintenance between reinforcing bar and the hollow matrix, behind the Cast-in-place concrete, can guarantee that reinforcing bar is bonded by Cast-in-place concrete fully, thereby guarantee the pouring quality of cast-in-situ concrete hollow floor, and can prevent reinforcing bars rusting effectively.
Feature of the present invention also is described filler strip or/and cushion block is arranged on the side outer wall of hollow matrix.Like this, when hollow matrix is applied in the cast-in-situ concrete hollow floor, the filler strip or the cushion block of the reinforcing bar that is provided with on the side outer wall of hollow matrix, can make the reinforcing bar in the superstructure Cast-in-place concrete rib built on stilts, make to keep suitable spacing between reinforcing bar in the superstructure Cast-in-place concrete rib and the hollow matrix, behind the Cast-in-place concrete, can guarantee that reinforcing bar is bonded by Cast-in-place concrete fully, thereby guaranteed that bond stress is evenly unified between reinforcing bar and the Cast-in-place concrete, guaranteed the quality of Cast-in-place Concrete Building Floor; Simultaneously, also can prevent reinforcing bars rusting; And the setting of filler strip makes the laying of reinforcing bar more convenient, greatly facilitates the construction application of hollow matrix.
Feature of the present invention also is described filler strip or/and cushion block is arranged on the bottom surface outer wall of hollow matrix.Like this, when hollow matrix is applied in the cast-in-situ concrete hollow floor, the filler strip or the cushion block of the reinforcing bar that is provided with on the bottom surface outer wall of hollow matrix, can make the bottom surface reinforcing bar in the superstructure built on stilts, make to keep suitable spacing between bottom surface reinforcing bar in the superstructure and the hollow matrix, behind the Cast-in-place concrete, can guarantee that reinforcing bar is bonded by Cast-in-place concrete fully, thereby guaranteed that bond stress is evenly unified between reinforcing bar and the Cast-in-place concrete, guaranteed the quality of Cast-in-place Concrete Building Floor; Simultaneously, also can prevent reinforcing bars rusting; And the setting of filler strip makes the laying of reinforcing bar more convenient, greatly facilitates the construction application of hollow matrix.
Feature of the present invention also is the integral body that the outer wall of described reinforcing bar filler strip or cushion block and hollow matrix is formed in one.Like this, the top outer wall of filler strip or cushion block and hollow matrix is formed in one when whole, and secure and reliable connection between filler strip or cushion block and the hollow matrix is difficult for moving and drops; Simultaneously, filler strip or cushion block have improved the bulk strength of the hollow matrix at its position, place; In addition, can control filler strip or the position of cushion block on hollow matrix effectively, make it be difficult for displacement, reach the purpose of bearing bar reliably, greatly facilitate the constructing operation of hollow matrix when being applied in the cast-in-situ concrete hollow floor; And it is manufactured conveniently, good integrity.
Feature of the present invention also is the flexible connection that is connected between described reinforcing bar filler strip or cushion block and the hollow matrix.Like this, be connected to flexible connection between filler strip or cushion block and the hollow matrix, when hollow matrix is applied in the cast-in-situ concrete hollow floor, according to the set diverse location of reinforcing bar, can come adaptive bearing bar by the position of adjusting filler strip or cushion block very easily, keep the spacing between reinforcing bar and the hollow matrix, greatly facilitate the needs of its construction application.
Feature of the present invention is that also described reinforcing bar filler strip or cushion block are provided with the reinforcing bar or the pipeline locating slot of U-shaped.Like this, when described hollow matrix was applied in the Cast-in-place Concrete Building Floor, reinforcing bar on the hollow matrix or pipeline can directly be mounted in the locating slot of U-shaped, can prevent the displacement of reinforcing bar or pipeline effectively, it is adhered to specification, guaranteed the pouring quality of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described reinforcing bar filler strip or cushion block are provided with the iron wire that colligation is used.Like this, when described hollow matrix is applied in the cast-in-situ concrete hollow floor, in work progress, after laying reinforcing bar, in order to prevent the reinforcing bar displacement, can reinforcing bar binding be connected by the iron wire that the colligation that is provided with on filler strip or the cushion block is used, can position reinforcing bar effectively, guaranteed the pouring quality of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described outer wall has reinforce.Reinforce is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, metal foil band, organic thin band, fabric strip, fibre, fleece, fibrous mesh cloth, the short fiber.Like this, be provided with the spike of reinforce, its intensity is greatly improved, and the diversity of reinforce is convenient to selecting for use of material simultaneously, helps reducing the cost of hollow matrix.
Feature of the present invention is that also described reinforce exposes outside the hollow matrix.Like this, after described hollow matrix is applied in the superstructure, expose the reinforce and the Cast-in-place concrete combination of hollow matrix, can improve the adhesion strength between hollow matrix and the Cast-in-place concrete greatly, remedy the cast-in-place and prefabricated joint interface loss of strength that engages, help construction application.
Feature of the present invention also is have the superimposed gluing of a prefabricated thin-wall plate to have one deck now to smear layer at least one outer wall of described hollow matrix.Like this, after superimposed glued one deck is now smeared layer on the prefabricated thin-wall plate of hollow matrix, formed the iterative structure exterior panel, improved intensity, rigidity and the shock resistance damage capability of this outside wall surface greatly, made hollow matrix not fragile.
Feature of the present invention also is describedly now to smear layer interior anchoring the reinforce that stretches out in the outer wall of the slip idiosome of hollow matrix is arranged.Like this, after the reinforce that stretches out in the outer wall was anchored in and now smears in the layer, reinforce was with outer wall and now smear layer and be connected to become integral body, had strengthened the intensity of iterative structure outer wall, and the while has also been improved the overall performance of hollow matrix.
Feature of the present invention also is in the described prefabricated thin-wall plate reinforce is arranged, and stretches out in the slip idiosome that is anchored at adjacent outer wall, perhaps is anchored at now and smears in the layer.Like this, reinforce in pre-stretches out and when being anchored in the slip idiosome of adjacent outer wall, reinforce connects into outer wall and prefabricated thin-wall plate for integral body, strengthened the intensity of iterative structure outer wall, improved the overall performance of hollow matrix, the prefabricated thin-wall plate with now smear layer and be connected and composed integral body, improved intensity, rigidity and the overall performance of iterative structure outer wall.
Feature of the present invention is that also described hollow matrix is provided with at least one in inner corner trim, arc angle, chamfering, groove, pit, the hole.Like this, when structure needed local the reinforcement, positions such as inner corner trim, arc angle, chamfering, groove, pit, hole combined with Cast-in-place concrete, can do local the reinforcement to structure, made structure more reasonable; Also be convenient to the layout of various pipelines simultaneously at positions such as inner corner trim, arc angle, chamfering, groove, pit, holes, help reducing construction cost.
Feature of the present invention is that also at least one face of the outer wall of described hollow matrix is provided with cross or groined type or M shape groove.Like this, when hollow matrix is applied to superstructure, after Cast-in-place concrete is poured in the groove, cast-in-place cross or well word or M shape concrete reinforcing rib have been formed, the cross reinforcing rib has been strengthened the Cast-in-place concrete thin plate on hollow matrix top, the groined type reinforcing rib can increase substantially the supporting capacity of hollow matrix top Cast-in-place concrete thin plate, and the M shape reinforcing rib then makes the Cast-in-place concrete thin plate on hollow matrix top form multidirectional structure from stress to eight directions that can transmit, and they all can improve the intensity and the rigidity of superstructure effectively.
Feature of the present invention also is to be provided with reinforcement in the described cavity.Like this, owing to be provided with reinforcement in the cavity, thereby the intensity of hollow matrix and rigidity improves greatly, carry and work progress in be not prone to phenomenon such as breakage, simultaneously, also can participate in the stressed and power transmission of superstructure.
Feature of the present invention is that also described reinforcement contains reinforce.Like this, its intensity is greatly improved, and helps reducing the cost of hollow matrix.
Feature of the present invention also is described reinforcement or/and the reinforce in it stretches out outside the hollow matrix.Like this, after described hollow matrix is applied in the superstructure, expose the reinforce and the Cast-in-place concrete combination of hollow matrix, can improve the adhesion strength between hollow matrix and the Cast-in-place concrete greatly, remedy the cast-in-place and prefabricated joint interface loss of strength that engages, help construction application.
Feature of the present invention is that also described reinforcement is prefabricated hollow rod member, and the two-port of hollow rod member is connected with the outer wall outside, forms the hole that is communicated with.Like this, owing to be formed with the hole of connection on the hollow matrix, in work progress, pour into concrete, cast-in-place and the prefabricated reinforcement that combines can be formed, the intensity and the rigidity of reinforcement can be strengthened greatly, simultaneously, can participate in the stressed and power transmission of superstructure, improve the mechanical property of superstructure; In addition, reinforcement is hollow reinforcement, can alleviate the weight of hollow matrix greatly, is convenient to transportation, construction.
Feature of the present invention is also that the groove that is provided with on the described hollow matrix is connected with the hole of hollow rod member and communicates.Like this, when pouring into concrete, the Cast-in-place concrete reinforcement in the Cast-in-place concrete reinforcing rib of formation and the hollow matrix combines, and can improve the mechanical property of superstructure greatly, makes building cover structure more firm, reasonable, and the overall performance of superstructure is better.
Feature of the present invention also is the interior part of the cavity of described hollow matrix or all is filled with light material.Light material can be foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete etc.Like this, can improve the insulation of hollow matrix, heat insulation, sound insulation value greatly.
But feature of the present invention also is described plural hollow matrix disjunctor and forms unidirectional, two-way or multidirectional core assembly, connected by connector between the hollow matrix.Like this, disjunctor hollow matrix in groups can make construction more simple, and speed of application is faster, and structure is lighter, designs more easy.
Feature of the present invention is that also described hollow matrix is provided with spike.Like this, when hollow matrix was applied in the Cast-in-place Concrete Building Floor, spike can support hollow matrix, exactly hollow matrix was arranged in the position, intermediate layer of superstructure, to guarantee the construction quality of superstructure.
Feature of the present invention is that also described spike is fixing feet or movable pin.Like this, if fixing feet, then the globality between spike and the hollow matrix is better, the construction of being more convenient for; If movable pin when hollow matrix is applied in the cast-in-situ concrete hollow floor, can improve the speed of application of hollow building cover greatly, simultaneously, convenient carrying, not fragile spike.
Feature of the present invention is that also described movable supporting feet is the split pin.Like this, when spike is the split pin, in being set to cast-in-place hollow concrete superstructure before, spike is disassembled, made things convenient for hollow matrix production, pile up, transport and use, guaranteed the reliability of spike.
Feature of the present invention is that also described spike is mortar hard pin, concrete pin or plastic foot.Like this, can make things convenient for design and construction unit to select for use, help reducing the cost of hollow matrix.
Feature of the present invention also is described hollow matrix or/and spike is provided with the positioning and resisting flotation spare of fixing or split.Like this, at hollow matrix or/and the positioning and resisting flotation spare of fixing or split is set on the spike, when hollow matrix is applied in the cast-in-situ concrete hollow floor, by fixing of positioning and resisting flotation spare, the mobile dislocation and the come-up of hollow matrix can be prevented effectively, the pouring quality of cast-in-situ concrete hollow floor can be improved greatly.
Feature of the present invention is that also the surface of the outer wall of described hollow matrix is superimposed with the light material overlapping layers.Like this, after the surface of the outer wall of hollow matrix is superimposed with the light material overlapping layers, different situations and requirement according to practical application, can be on light material fluting or hole or hole and can not damage hollow matrix, greatly facilitate burying underground of pipeline, reinforcing bar and various built-in fittings in the construction application process.
Feature of the present invention is that also described hollow matrix is provided with carrying part or suspender member.Like this, can very easily hollow matrix be piled up, transport, lift and construct, reduce work difficulty and working strength, help improving efficiency of construction, reduce construction cost.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 2 is the structural representation of the embodiment of the invention 2, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 3 is the structural representation of the embodiment of the invention 3, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 4 is the structural representation of the embodiment of the invention 4, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 5 is the structural representation of the embodiment of the invention 5, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 6 is the structural representation of the embodiment of the invention 6, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 7 is the structural representation of the embodiment of the invention 7, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 8 is the structural representation of the embodiment of the invention 8, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Fig. 9 is the structural representation of the embodiment of the invention 9, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 10 is the structural representation of the embodiment of the invention 10, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 11 is the structural representation of the embodiment of the invention 11, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 12 is the structural representation of the embodiment of the invention 12, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 13 is the structural representation of the embodiment of the invention 13, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 14 is the structural representation of the embodiment of the invention 14, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 15 is the structural representation of the embodiment of the invention 15, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 16 is the structural representation of the embodiment of the invention 16, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 17 is the structural representation of the embodiment of the invention 17, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 18 is the structural representation of the embodiment of the invention 18, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 19 is the structural representation of the embodiment of the invention 19, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 20 is the structural representation of the embodiment of the invention 20, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 21 is the structural representation of the embodiment of the invention 21, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 22 is the structural representation of the embodiment of the invention 22, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 23 is the structural representation of the embodiment of the invention 23, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 24 is the structural representation of the embodiment of the invention 24, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 25 is the structural representation of the embodiment of the invention 25, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 26 is the structural representation of the embodiment of the invention 26, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 27 is the structural representation of the embodiment of the invention 27, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 28 is the structural representation of the embodiment of the invention 28, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 29 is the structural representation of the embodiment of the invention 29, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 30 is the structural representation of the embodiment of the invention 30, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 31 is the structural representation of the embodiment of the invention 31, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 32 is the structural representation of the embodiment of the invention 32, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 33 is the structural representation of the embodiment of the invention 33, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
Figure 34 is the structural representation of the embodiment of the invention 34, is the partial sectional view of hollow matrix simultaneously, can see the structure of hollow matrix cavity inside.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise hollow matrix 1, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 that it is characterized in that described hollow matrix 1 is provided with the rib spacing limit for width part 4 of encorbelmenting, rib spacing limit for width part 4 is at least a in rod member, bar dowel, projection, the support, and the groove 15 that is provided with on the hollow matrix 1 is connected with the hole 17 of hollow rod member 18 and communicates.In each accompanying drawing, 1 is hollow matrix, and 2 is outer wall, and 3 is cavity, and 4 is rib spacing limit for width part, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rib spacing limit for width part 4 of encorbelmenting, and illustrated rib spacing limit for width part 4 is the taper type projection.
Feature of the present invention also is at least a in rod member, bar dowel, projection, the support of described rib spacing limit for width part 4.As shown in Figure 2, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rib spacing limit for width part 4 of encorbelmenting, and the rotation angle position of hollow matrix 1 all is set to chamfering 14, and its described rib spacing limit for width part 4 is a rod member.
Feature of the present invention is that also described rib spacing limit for width part 4 is provided with the reinforcing bar of U-shaped or the locating slot 5 of pipeline.As shown in Figure 3, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the bar of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to inner corner trim 12, and its described rib spacing limit for width part 4 is provided with the reinforcing bar of U-shaped or the locating slot 5 of pipeline.
Feature of the present invention is that also described rib spacing limit for width part 4 is provided with the iron wire 6 that colligation is used.As shown in Figure 4, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to arc angle 13, and its described rib spacing limit for width part 4 is provided with the iron wire 6 that assembling reinforcement or preheating embedding line are used.
Feature of the present invention is that also described hollow matrix 1 is polyhedron.As shown in Figure 5, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the support of encorbelmenting as rib spacing limit for width part 4, and its described hollow matrix 1 is a polyhedron.
Feature of the present invention is that also described hollow matrix 1 is square hexahedron.As shown in Figure 6, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the bar dowel of encorbelmenting as rib spacing limit for width part 4, and its described hollow matrix 1 is square hexahedron.
Feature of the present invention is that also the horizontal cross sectional geometry of described hollow matrix 1 is square.As shown in Figure 7, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, and the horizontal cross sectional geometry of its described hollow matrix 1 is a square.
Feature of the present invention is that also described hollow matrix is provided with the filler strip 7 of reinforcing bar or/and cushion block 8.As shown in Figure 8, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rectangle projection of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to arc angle 13, the top outer wall 2 of its described hollow matrix 1 is provided with reinforcing bar or preheating embedding line pad is risen, make reinforcing bar or preheating embedding line that the filler strip 7 and the cushion block 8 of certain distance be arranged apart from top outer wall 2, one filler strip 7 is arranged on the centre of top outer wall 2, and four cushion blocks 8 are separately positioned on the four corners position of top outer wall.
Feature of the present invention also is described filler strip 7 or/and cushion block 8 is arranged on the top outer wall 2 of hollow matrix 1.As shown in Figure 9, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, and its described three reinforcing bar filler strips, 7 dislocation be arranged in parallel in the above on the outer wall 2.
Feature of the present invention also is described filler strip 7 or/and cushion block 8 is arranged on the side outer wall 2 of hollow matrix 1.As shown in figure 10, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, and the rotation angle position of hollow matrix 1 all is set to chamfering 14, and its described filler strip 7 is arranged on the side outer wall 2 of hollow matrix 1.
Feature of the present invention also is described filler strip 7 or/and cushion block 8 is arranged on the bottom surface outer wall 2 of hollow matrix 1.As shown in figure 11, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rectangle projection of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to arc angle 13, and its described filler strip 7 is arranged on the centre of the bottom surface outer wall 2 of hollow matrix 1.
Feature of the present invention also is the integral body that the outer wall 2 of described reinforcing bar filler strip 7 or cushion block 8 and hollow matrix 1 is formed in one.As shown in figure 12, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the integral body that the top outer wall 2 of its described filler strip 7 and hollow matrix 1 is formed in one.
Feature of the present invention also is the flexible connection that is connected between described reinforcing bar filler strip 7 or cushion block 8 and the hollow matrix 1.As shown in figure 13, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of absolutely empty heart carcass 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to inner corner trim 12, is connected to flexible connection between its described filler strip 7 and the hollow matrix 1.
Feature of the present invention is that also described reinforcing bar filler strip 7 or cushion block 8 are provided with the reinforcing bar or the pipeline locating slot 5 of U-shaped.As shown in figure 14, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, be provided with U-shaped reinforcing bar or pipeline locating slot 5 above the rib spacing limit for width part 4, its described reinforcing bar filler strip 7 is arranged in the middle of the top outer wall 2, cushion block 8 is arranged on top outer wall 2 four corners positions, filler strip 7 and be provided with the reinforcing bar or the pipeline locating slot 5 of U-shaped above the cushion block 8.
Feature of the present invention is that also described reinforcing bar filler strip 7 or cushion block 8 are provided with the iron wire 6 that colligation is used.As shown in figure 15, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, rib spacing limit for width part 4 is provided with the iron wire 6 that assembling reinforcement or preheating embedding line are used, the rotation angle position of hollow matrix 1 all is set to chamfering 14, and three filler strips 7 that dislocation be arranged in parallel on outer wall 2 above it was described are provided with the iron wire 6 that assembling reinforcement or preheating embedding line are used.
Feature of the present invention is that also described outer wall 2 has reinforce 9.As shown in figure 16, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, in its described outer wall 2 reinforce 9 is arranged, and illustrated reinforce 9 is a gauze wire cloth.
Feature of the present invention is that also described reinforce 9 exposes outside the hollow matrix 1.As shown in figure 16, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, and its described reinforce 9 exposes outside the hollow matrix 1.
Feature of the present invention also is to have at least one outer wall 2 of described hollow matrix 1 a prefabricated thin-wall plate 10 superimposed gluings to have one deck now to smear layer 11.As shown in figure 17, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to chamfering 14, and a pair of opposite flank outer wall 2 of its described hollow matrix 1 is now smeared layer 11 for superimposed glued one deck on the prefabricated thin-wall plate 10 and formed.
Feature of the present invention also is describedly now to smear anchorings in the layer 11 reinforce 9 that stretches out in the outer wall 2 of the slip idiosome of hollow matrix 1 is arranged.As shown in figure 18, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the bumping square of encorbelmenting as rib spacing limit for width part 4, it is described now smears anchorings in the layer 12 reinforce 9 that stretches out in the outer wall 2 of the slip idiosome of hollow matrix 1, and diagram reinforce 9 is a fibrous mesh cloth.
Feature of the present invention also is in the described prefabricated thin-wall plate 10 reinforce 9 is arranged, and stretches out in the slip idiosome that is anchored at adjacent outer wall 2, perhaps is anchored at now to smear in the layer 11.As shown in figure 19, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the bar dowel of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to chamfering 14, in its described prefabricated thin-wall plate 10 reinforce 9 is arranged, reinforce 9 stretches out and is anchored in the slip idiosome of adjacent outer wall 2.
Feature of the present invention is that also described hollow matrix 1 is provided with at least one in inner corner trim 12, arc angle 13, chamfering 14, groove 15, pit 16, the hole 17.As shown in figure 20, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rectangle projection of encorbelmenting as rib spacing limit for width part 4, also is provided with arc angle 13, groove 15, pit 16 and hole 17 simultaneously on its described hollow matrix 1.
Feature of the present invention is that also at least one face of the outer wall 2 of described hollow matrix 1 is provided with cross or groined type or M shape groove 15.As shown in figure 21, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the scalable rod member of encorbelmenting as rib spacing limit for width part 4, the side outer wall 3 of hollow matrix 1 and the rotation angle position between the top outer wall 3 are set to chamfering 14, and the outer wall 2 of its described hollow matrix 1 is provided with the cross groove 15 that connects side outer wall 2.As shown in figure 22, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the side outer wall 3 of hollow matrix 1 and top outer wall 3 and the rotation angle position between himself are set to inner corner trim 12, and the outer wall 2 of its described hollow matrix 1 is provided with the rice font groove 15 that connects side outer wall 2.
Feature of the present invention also is to be provided with reinforcement 18 in the described cavity 3.As shown in figure 23, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, is provided with reinforcement 18 in its described cavity 3, and illustrated reinforcement 18 is respectively reinforcing rib, stiffening rib and bracing boom.
Feature of the present invention is that also described reinforcement 18 contains reinforce 9.As shown in figure 24, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to arc angle 13, its described reinforcement 18 contains reinforce 9, and diagram reinforce 9 is a reinforcing bar.
Feature of the present invention also is described reinforcement 18 or/and the reinforce 9 in it stretches out outside the hollow matrix 1.As shown in figure 25, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rectangle projection of encorbelmenting as rib spacing limit for width part 4, its described cushion block 8 stretches out hollow matrix 1 outer formation for prefabricated reinforcement 18, and the reinforce 9 in it also stretches out outside the hollow matrix 1.
Feature of the present invention is that also described reinforcement 18 is prefabricated hollow rod member, and the two-port of hollow rod member is connected with outer wall 2 outsides, forms the hole 17 that is communicated with.As shown in figure 26, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the bar dowel of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 all is set to inner corner trim 12, be provided with reinforcement 18 in its described cavity 4, reinforcement 18 is prefabricated hollow rod member, and the two-port of hollow rod member is connected with outer wall 2 outsides, forms the hole 17 that is communicated with.
Feature of the present invention is also on the described hollow matrix 1 that the groove 15 that is provided with is connected with the hole 17 of hollow rod member 18 and communicates.As shown in figure 27, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rectangle projection of encorbelmenting as rib spacing limit for width part 4, and its described hollow matrix 1 is provided with groove 15 and is connected with the hole 17 of the connection of hollow rod member 18 and communicates.
Feature of the present invention also is the cavity 3 interior parts of described hollow matrix 1 or all is filled with light material 19.As shown in figure 28, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 is set to chamfering 14, all be filled with light material 19 in the cavity 3 of its described hollow matrix 1, illustrated light material 19 is an expanded perlite.
But feature of the present invention also is described plural hollow matrix 1 disjunctor and forms unidirectional, two-way or multidirectional core assembly, is connected by connector 20 between the hollow matrix 1.As shown in figure 29, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, its described five hollow matrix 1 disjunctors are formed horizontal core assembly, hollow matrix 1 is connected to each other by connector 20, and illustrated connector 20 is for connecting rod member.
Feature of the present invention is that also described hollow matrix 1 is provided with spike 21.As shown in figure 30, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the support of encorbelmenting as rib spacing limit for width part 4, and the rotation angle position of hollow matrix 1 all is set to chamfering 14, and its described hollow matrix 1 is provided with spike 21.
Feature of the present invention is that also described spike 21 is fixing feet or movable pin.As shown in figure 31, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, and the rotation angle position of hollow matrix 1 all is set to chamfering 14, and its described spike 21 is movable pin.
Feature of the present invention is that also described movable supporting feet 21 is the split pin.Shown in figure 32, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, hollow matrix 1 is provided with movable supporting feet 21, also be provided with fixing anti-floating part 22 on the spike 21, illustrated anti-floating part 22 is a reinforcing bar, and its described movable supporting feet 21 is the split pin.
Feature of the present invention is that also described spike 21 is mortar hard pin, concrete pin or plastic foot.Shown in figure 32, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, and its described spike 21 is the concrete pin.
Feature of the present invention also is described hollow matrix 1 or/and spike 21 is provided with the positioning and resisting flotation spare 22 of fixing or split.As shown in figure 33, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the taper type projection of encorbelmenting as rib spacing limit for width part 4, also is provided with fixing anti-floating part 22 on its described hollow matrix 1, and illustrated anti-floating part 22 is a reinforcing bar.
Feature of the present invention is that also the surface of the outer wall 2 of described hollow matrix 1 is superimposed with light material overlapping layers 23.As shown in figure 34, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 is set to inner corner trim 12, the surface of the top outer wall 2 of its described hollow matrix 1 is superimposed with light material overlapping layers 23, and illustrated light material overlapping layers 23 is the expanded pearlite rock beam.
Feature of the present invention is that also described hollow matrix 1 is provided with carrying part 24 or suspender member 25.As shown in figure 34, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the side outer wall 2 of hollow matrix 1 is provided with the rod member of encorbelmenting as rib spacing limit for width part 4, the rotation angle position of hollow matrix 1 is set to inner corner trim 12, the side outer wall 2 of its described hollow matrix 1 is provided with carrying part 24, and bottom surface outer wall 2 is provided with suspender member 25.
During the invention process, can adopt cement mortar cementitious matter and fiberglass gridding cloth or gauze wire cloth reinforce 9, in mould, make one deck cementitious matter one deck grid cloth hollow matrix of the opening of the outer wall with layer structure 2 of the multilayer build-up of one deck cementitious matter again, and on the side of hollow matrix outer wall 2, also be provided with the mortar rib spacing limit for width part 4 of encorbelmenting, then, in the bottom surface mould, make bottom surface, the slip of its bottom surface can adopt cement mortar or cement concrete, also can in bottom surface, place reinforcing bar or reinforces such as gauze wire cloth or fiberglass gridding cloth 9, before bottom surface slip setting and harden, the hollow matrix and the bottom surface of the opening that makes in advance are bonded to integral body, be formed with the hollow matrix 1 of cavity 3, treat the demoulding behind the bottom surface setting and harden, maintenance is to stipulating the length of time, get final product hollow die for pouring concrete filling on site.
Claims (10)
- [claim 1] a kind of hollow die for pouring concrete filling on site, comprise hollow matrix (1), outer wall (2) surrounds the hollow matrix (1) that is formed with cavity (3), the side outer wall (2) that it is characterized in that described hollow matrix (1) is provided with the rib spacing limit for width part (4) of encorbelmenting, rib spacing limit for width part (4) is at least a in rod member, bar dowel, projection, the support, and hollow matrix (1) is gone up the groove (15) that is provided with and is connected with the hole (17) of hollow rod member (18) and communicates.
- [claim 2] a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that at least a in the rod member, bar dowel, projection, support of described rib spacing limit for width part (4).
- [claim 3] a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described rib spacing limit for width part (4) is provided with the reinforcing bar of U-shaped or the locating slot of pipeline (5).
- [claim 4] a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described rib spacing limit for width part (4) is provided with the iron wire (6) that colligation is used.
- [claim 5] a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described hollow matrix (1) is a polyhedron; Perhaps hollow matrix (1) is square hexahedron; Perhaps the horizontal cross sectional geometry of hollow matrix (1) is a square.
- [claim 6] a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described hollow matrix is provided with the filler strip of reinforcing bar (7) or/and cushion block (8); Perhaps filler strip (7) or/and cushion block (8) be arranged on the top outer wall (2) of hollow matrix (1); Perhaps filler strip (7) or/and cushion block (8) be arranged on the side outer wall (2) of hollow matrix (1); Perhaps filler strip (7) or/and cushion block (8) be arranged on the bottom surface outer wall (2) of hollow matrix (1); The perhaps integral body that is formed in one of the outer wall (2) of reinforcing bar filler strip (7) or cushion block (8) and hollow matrix (1); Perhaps be connected to flexible connection between reinforcing bar filler strip (7) or cushion block (8) and the hollow matrix (1); Perhaps reinforcing bar filler strip (7) or cushion block (8) are provided with the reinforcing bar or the pipeline locating slot (5) of U-shaped; Perhaps reinforcing bar filler strip (7) or cushion block (8) are provided with the iron wire (6) that colligation is used.
- [claim 7] is characterized in that according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 6 described outer wall (2) has reinforce (9); Perhaps reinforce (9) exposes outside the hollow matrix (1); Perhaps there is the superimposed gluing of a prefabricated thin-wall plate (10) to have one deck now to smear layer (11) at least one outer wall (2) of hollow matrix (1); Perhaps now smear layer (11) interior anchoring the reinforce (9) that stretches out in the outer wall (2) of the slip idiosome of hollow matrix (1) is arranged; Perhaps in the prefabricated thin-wall plate (10) reinforce (9) is arranged, and stretch out in the slip idiosome that is anchored at adjacent outer wall (2), perhaps be anchored at and now smear in the layer (11).
- [claim 8] is characterized in that according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 6 described hollow matrix (1) is provided with at least one in inner corner trim (12), arc angle (13), chamfering (14), groove (15), pit (16), the hole (17); Perhaps at least one face of the outer wall (2) of hollow matrix (1) is provided with cross or groined type or M shape groove (15); Perhaps be provided with reinforcement (18) in the cavity (3); Perhaps reinforcement (18) contains reinforce (9); Perhaps reinforcement (18) or/and its in reinforce (9) stretch out outside the hollow matrix (1); Perhaps reinforcement (18) is prefabricated hollow rod member, and the two-port of hollow rod member is connected with outer wall (2) outside, forms the hole (17) that is communicated with; Perhaps the groove (15) that go up to be provided with of hollow matrix (1) is connected with the hole (17) of hollow rod member (18) and communicates.
- [claim 9] is characterized in that the interior part of cavity (3) of described hollow matrix (1) or all is filled with light material (19) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 6; Perhaps plural hollow matrix (1) but disjunctor is formed unidirectional, two-way or multidirectional core assembly, connect by connector (20) between the hollow matrix (1); Perhaps hollow matrix (1) is provided with spike (21); Perhaps spike (21) is fixing feet or movable pin; Perhaps movable supporting feet (21) is the split pin; Perhaps spike (21) is mortar hard pin, concrete pin or plastic foot.
- [claim 10] is characterized in that described hollow matrix (1) or/and spike (21) is provided with the positioning and resisting flotation spare (22) of fixing or split according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 6; Perhaps the surface of the outer wall (2) of hollow matrix (1) is superimposed with light material overlapping layers (23); Perhaps hollow matrix (1) is provided with carrying part (24) or suspender member (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008103041915A CN101363259A (en) | 2004-09-02 | 2004-09-02 | Hollow mold for filling cast-in-situ concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008103041915A CN101363259A (en) | 2004-09-02 | 2004-09-02 | Hollow mold for filling cast-in-situ concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004101552833A Division CN100412289C (en) | 2004-09-02 | 2004-09-02 | Cast-in-situ concrete filled hollow stuffing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101363259A true CN101363259A (en) | 2009-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008103041915A Pending CN101363259A (en) | 2004-09-02 | 2004-09-02 | Hollow mold for filling cast-in-situ concrete |
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| CN (1) | CN101363259A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994358A (en) * | 2010-10-27 | 2011-03-30 | 王本淼 | Combined hollow box body used for cast-in-place energy-saving hollow floor system |
| CN104314214A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Cast-in-situ hollow floor with pores formed by combined reticular box-shaped component |
| CN104314216A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Cast-in-situ hollow floor with pores formed by reticular box-shaped component |
| CN104314218A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Netlike box-shaped component for forming holes in cast-in-situ hollow floor |
| CN104314215A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Combined netlike box-shaped component for forming holes in cast-in-situ hollow floor |
| CN104314217A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Novel steel-concrete combined cast-in-situ hollow floor |
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2004
- 2004-09-02 CN CNA2008103041915A patent/CN101363259A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994358A (en) * | 2010-10-27 | 2011-03-30 | 王本淼 | Combined hollow box body used for cast-in-place energy-saving hollow floor system |
| CN104314214A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Cast-in-situ hollow floor with pores formed by combined reticular box-shaped component |
| CN104314216A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Cast-in-situ hollow floor with pores formed by reticular box-shaped component |
| CN104314218A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Netlike box-shaped component for forming holes in cast-in-situ hollow floor |
| CN104314215A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Combined netlike box-shaped component for forming holes in cast-in-situ hollow floor |
| CN104314217A (en) * | 2013-07-26 | 2015-01-28 | 王本淼 | Novel steel-concrete combined cast-in-situ hollow floor |
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