CN100537977C - A kind of hollow die for pouring concrete filling on site - Google Patents

A kind of hollow die for pouring concrete filling on site Download PDF

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Publication number
CN100537977C
CN100537977C CNB2004101552477A CN200410155247A CN100537977C CN 100537977 C CN100537977 C CN 100537977C CN B2004101552477 A CNB2004101552477 A CN B2004101552477A CN 200410155247 A CN200410155247 A CN 200410155247A CN 100537977 C CN100537977 C CN 100537977C
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China
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hollow matrix
hollow
wall
pouring concrete
concrete filling
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CN1740483A (en
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邱则有
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Hunan Qiuzeyou Patent Strategy Planning Co Ltd
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Individual
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Abstract

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), it is characterized in that described hollow matrix is provided with the filler strip of reinforcing bar (4) or/and cushion block (5), the surface of the outer wall (2) of hollow matrix (1) is superimposed with light material overlapping layers (23).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.

Description

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 is applied to cast-in-situ concrete hollow floor, reinforcing bar in the superstructure often easily contacts the building unit surface, can't fully bond reinforcing bar at the contact site Cast-in-place concrete, can't guarantee the pouring quality of cast-in-situ concrete hollow floor, and easily make reinforcing bars rusting.Therefore, develop 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, be applied to cast-in-situ concrete hollow floor after, have easy construction, be easy to guarantee cast-in-situ concrete hollow floor pouring quality, prevent characteristics such as corrosion of steel bar.
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, it is characterized in that filler strip that described hollow matrix is provided with reinforcing bar or/and cushion block, and the surface of the outer wall of 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; When hollow matrix is applied to cast-in-situ concrete hollow floor, because hollow matrix is provided with the filler strip of reinforcing bar or/and cushion block, thereby 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, thereby reached purpose of the present invention; Simultaneously, 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 to manufacture, 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 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 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 is used irregular
Polyhedron hollow matrix reducing or abnormity satisfy user demand under the different situations, use with convenient.
Feature of the present invention is that also described hollow matrix is square hexahedron.Like this, when hollow matrix is square hexahedron, manufacture conveniently, be easy to realize that mechanization produces 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.Simultaneously, present technique field personnel also can be according to demand, and production use hexahedron 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 the horizontal cross sectional geometry of described hollow matrix is square.Like this, when the horizontal cross sectional geometry of hollow matrix is square, 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.Simultaneously, present technique field personnel also can be according to demand, and production use hexahedron 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 the side outer wall of described hollow matrix is provided with rib spacing limit for width part.Like this, after the side outer wall of hollow matrix is provided with the rib spacing limit for width part of encorbelmenting, when hollow matrix is applied in the cast-in-situ concrete hollow floor, rib spacing limit for width part can guarantee effectively that the width of dark rib in the superstructure 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, thereby guarantee the pouring quality of cast-in-situ concrete hollow floor effectively.
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 the reinforcing bar 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 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, to manufacture also more conveniently, globality is better.
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 or the outer wall 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, and when being subjected to the huge impact destruction, also can not cause the destruction of hollow matrix, only crackle can occur, need not do to repair or only need do simple reparation and can continue to come into operation, improve the combination property of hollow matrix.
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 anti-floating part of fixing or split is set on the spike, when hollow matrix is applied in the cast-in-situ concrete hollow floor, fixing by the anti-floating part, 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 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.
Feature of the present invention is that also described suspender member stretches out from hollow matrix filler strip or cushion block.Like this, after suspender member stretches out from hollow matrix filler strip or cushion block, greatly facilitate hollow matrix produce, pile up, handling in the carrying, application process, simultaneously, filler strip or cushion block have been reinforced the wall around the suspender member, make that the wall of hollow matrix is not fragile in the handling process, reduced product, reduced cost because of the loss that handling produced.
(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.
(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, it is characterized in that filler strip 4 that described hollow matrix is provided with reinforcing bar or/and cushion block 5, and the surface of the outer wall 2 of hollow matrix 1 is superimposed with light material overlapping layers 23.In each accompanying drawing, 1 is hollow matrix, and 2 is outer wall, and 3 is cavity, and 4 is filler strip, and 5 is cushion block, 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 its described hollow matrix is provided with the filler strip 4 of reinforcing bar pad with a certain distance from end face outer wall 2.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 is provided with cushion block 5, and the surface of the end face outer wall 2 of its described hollow matrix 1 is superimposed with light material overlapping layers 23, and light material overlapping layers 23 is the expanded pearlite rock beam.
Feature of the present invention also is described filler strip 4 or/and cushion block 5 is arranged on the top outer wall 2 of hollow matrix 1.As shown in Figure 2, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and hollow matrix is provided with cushion block 5, and its described cushion block 5 is arranged on the end face outer wall 2 of hollow matrix 1.
Feature of the present invention also is described filler strip 4 or/and cushion block 5 is arranged on the side outer wall 2 of hollow matrix 1.As shown in Figure 3, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and hollow matrix is provided with cushion block 5, and its described cushion block 5 is arranged on the side outer wall 2 of hollow matrix 1.
Feature of the present invention also is described filler strip 4 or/and cushion block 5 is arranged on the bottom surface outer wall 2 of hollow matrix 1.As shown in Figure 4, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and hollow matrix is provided with filler strip 4, and its described filler strip 4 is arranged on the bottom surface outer wall 2 of hollow matrix 1, also is provided with filler strip 4 on the end face outer wall 2 simultaneously.
Feature of the present invention is that also described hollow matrix 1 is polyhedron.As shown in Figure 2, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and hollow matrix is provided with cushion block 5, 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 3, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and hollow matrix is provided with cushion block 5, 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 4, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, is provided with filler strip 4 on the end face outer wall 2 of hollow matrix and the bottom surface outer wall 2, and the horizontal cross sectional geometry of its described hollow matrix 1 is a square.
Feature of the present invention is that also the side outer wall 2 of described hollow matrix 1 is provided with rib spacing limit for width part 6.As shown in Figure 5, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the side outer wall 2 of its described hollow matrix 1 is provided with rib spacing limit for width part 6.
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 6.As shown in Figure 5, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the side outer wall 2 of hollow matrix 1 is provided with rib spacing limit for width part 6, and its described rib spacing limit for width part 6 is a bar dowel.
Feature of the present invention is that also described rib spacing limit for width part 6 is provided with the reinforcing bar of U-shaped or the locating slot 7 of pipeline.As shown in Figure 6, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the side outer wall 2 of hollow matrix 1 is provided with rib spacing limit for width part 6, and its described rib spacing limit for width part 6 is provided with the reinforcing bar of U-shaped or the locating slot 7 of pipeline.
Feature of the present invention is that also described rib spacing limit for width part 6 is provided with the iron wire 8 that colligation is used.As shown in Figure 7, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the side outer wall 2 of hollow matrix 1 is provided with rib spacing limit for width part 6, and its described rib spacing limit for width part 6 is provided with the iron wire 8 that colligation is used.
Feature of the present invention also is the integral body that the outer wall 2 of described reinforcing bar filler strip 4 or cushion block 5 and hollow matrix 1 is formed in one.As shown in Figure 8, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, the integral body that the end face outer wall 2 of its described reinforcing bar filler strip 4 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 4 or cushion block 5 and the hollow matrix 1.As shown in Figure 9, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, is connected to flexible connection between its described reinforcing bar filler strip 4 and the hollow matrix 1.
Feature of the present invention is that also described reinforcing bar filler strip 4 or cushion block 5 are provided with the reinforcing bar or the pipeline locating slot 7 of U-shaped.As shown in figure 10, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and its described reinforcing bar filler strip 4 is provided with the reinforcing bar or the pipeline locating slot 7 of U-shaped.
Feature of the present invention is that also described reinforcing bar filler strip 4 or cushion block 5 are provided with the iron wire 8 that colligation is used.As shown in figure 11, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and its described reinforcing bar filler strip 4 is provided with the iron wire 8 that colligation is used, and diagram filler strip 4 is by the bar dowel of iron wire colligation.
Feature of the present invention is that also described outer wall 2 has reinforce 9.As shown in figure 12, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the position near side outer wall 2 on the end face outer wall 2 of hollow matrix is provided with filler strip 4, and its described outer wall 2 has reinforce 9, and diagram 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 13, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the outer wall 2 of hollow matrix is provided with filler strip 4, and its described reinforce 9 stretches out in outer wall 2 and exposes outside the side outer wall 2, and diagram filler strip 4 is provided with at an angle with side outer wall 2.
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 14, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, has a prefabricated thin-wall plate 10 superimposed gluings to have one deck now to smear layer 11 on the left and right side outer wall 2 of its described hollow matrix 1.
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 15, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and it is described now smears anchorings in the layer 11 reinforce 9 that stretches out in the outer wall 2 of the slip idiosome of hollow matrix 1.
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 16, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with cushion block 5, in its described prefabricated thin-wall plate 10 reinforce 9 is arranged, and stretches out in the slip idiosome that is anchored at adjacent bottom surface 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 17, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, and four vertical corners of its described hollow matrix 1 all are set to arc angle 13, also are provided with groove 15, pit 16 and hole 17 on the 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 18, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, the side outer wall 2 of hollow matrix 1 and the corner between the bottom surface outer wall 2 all are set to inner corner trim 12, and the end face outer wall 2 of its described hollow matrix 1 is provided with the groined type 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 19, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, there is one group of relative corner to be set to chamfering 14 between the end face outer wall 2 of hollow matrix 1 and the side outer wall 2, also be provided with vertical groove 15 on the hollow matrix 1 left and right side outer wall 2, be provided with reinforcement 18 in its described cavity 3, diagram reinforcement 18 is bracing boom and reinforcing rib.
Feature of the present invention is that also described reinforcement 18 contains reinforce 9.As shown in figure 19, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, there is one group of relative corner to be set to chamfering 14 between the end face outer wall 2 of hollow matrix 1 and the side outer wall 2, also be provided with vertical groove 15 on the hollow matrix 1 left and right side outer wall 2, be provided with reinforcement 18 in the cavity 3, 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 20, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with cushion block 5, its described reinforcement 18 stretches out outside the hollow matrix 1, diagram reinforcement 18 is prefabricated bracing boom, and the bracing boom extension of the end face outer wall 2 of hollow matrix 1 has formed cushion block 5.
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 21, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, also be provided with vertical groove 15 on the hollow matrix 1 left and right side outer wall 2, its described reinforcement 18 is prefabricated hollow rod member, 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 22, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, the end face outer wall 2 of hollow matrix is provided with filler strip 4, also be provided with the cross groove 15 that connects side outer wall 2 on the end face outer wall 2, be provided with prefabricated hollow rod member 18 in the cavity 3, the groove 15 that is provided with on its described hollow matrix 1 is connected with the hole 17 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 23, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, all is filled with light material 19 in the cavity 3 of its described hollow matrix 1, and diagram 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 24, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and its described two hollow matrixes 1 are formed unidirectional core assembly by connector 20 disjunctors.
Feature of the present invention is that also described hollow matrix 1 is provided with spike 21.As shown in figure 25, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the bottom surface outer wall 2 of 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 26, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the bottom surface outer wall 2 of hollow matrix 1 is provided with spike 21, 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.As shown in figure 27, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the bottom surface outer wall 2 of hollow matrix 1 is provided with movable supporting feet 21, 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.As shown in figure 27, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the bottom surface outer wall 2 of hollow matrix 1 is provided with spike 21, and its described spike 21 is a mortar hard 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 28, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and the side outer wall 2 of its described hollow matrix 1 is provided with fixing positioning and resisting flotation spare 22, and diagram anti-floating part 22 is an iron wire.
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 30, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and its described hollow matrix 1 end face outer wall 2 is provided with carrying part 24, and diagram carrying part 24 is an iron wire.
Feature of the present invention is that also described suspender member 25 stretches out from hollow matrix 1 filler strip 4 or cushion block 5.As shown in figure 31, outer wall 2 surrounds the hollow matrix 1 that is formed with cavity 3, and the end face outer wall 2 of hollow matrix is provided with filler strip 4, and hollow matrix 1 is provided with suspender member 25, and its described suspender member 25 stretches out from hollow matrix 1 filler strip 4.
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 1 of the opening of the outer wall with layer structure 2 of the multilayer build-up of one deck cementitious matter again, and filler strip 4 or cushion block 5 be set on outer wall 2, filler strip 4 or cushion block 5 can adopt mortar or concrete and outer wall 2 one-body molded, 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 1 of the opening that makes in advance is bonded to integral body with bottom surface, be formed with the hollow matrix 1 of cavity 4, 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 (37)

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), it is characterized in that described hollow matrix is provided with the filler strip of reinforcing bar (4) or/and cushion block (5), the surface of the outer wall (2) of hollow matrix (1) is superimposed with light material overlapping layers (23).
2, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described filler strip (4) or/and cushion block (5) is arranged on the top outer wall (2) of hollow matrix (1).
3, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described filler strip (4) or/and cushion block (5) is arranged on the side outer wall (2) of hollow matrix (1).
4, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described filler strip (4) or/and cushion block (5) is arranged on the bottom surface outer wall (2) of hollow matrix (1).
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.
6, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described hollow matrix (1) is square hexahedron.
7, a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that the horizontal cross sectional geometry of described hollow matrix (1) is square.
8, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that the side outer wall (2) of described hollow matrix (1) is provided with rib spacing limit for width part (6).
9, a kind of hollow die for pouring concrete filling on site according to claim 8 is characterized in that at least a in the rod member, bar dowel, projection, support of described rib spacing limit for width part (6).
10, a kind of hollow die for pouring concrete filling on site according to claim 8 is characterized in that described rib spacing limit for width part (6) is provided with the reinforcing bar of U-shaped or the locating slot of pipeline (7).
11, a kind of hollow die for pouring concrete filling on site according to claim 8 is characterized in that described rib spacing limit for width part (6) is provided with the iron wire (8) that colligation is used.
12, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that the integral body that the outer wall (2) of described reinforcing bar filler strip (4) or cushion block (5) and hollow matrix (1) is formed in one.
13, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that the flexible connection that is connected between described reinforcing bar filler strip (4) or cushion block (5) and the hollow matrix (1).
14, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described reinforcing bar filler strip (4) or cushion block (5) are provided with the reinforcing bar or the pipeline locating slot (7) of U-shaped.
15, a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that described reinforcing bar filler strip (4) or cushion block (5) are provided with the iron wire (8) that colligation is used.
16,, it is characterized in that described outer wall (2) has reinforce (9) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
17, a kind of hollow die for pouring concrete filling on site according to claim 15 is characterized in that described reinforce (9) exposes outside the hollow matrix (1).
18,, it is characterized in that having at least one outer wall (2) of described hollow matrix (1) the superimposed gluing of a prefabricated thin-wall plate (10) to have one deck now to smear layer (11) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
19, a kind of hollow die for pouring concrete filling on site according to claim 18 is characterized in that describedly now smearing layer (11) interior anchoring the reinforce (9) that stretches out in the outer wall (2) of the slip idiosome of hollow matrix (1) being arranged.
20, a kind of hollow die for pouring concrete filling on site according to claim 18 is characterized in that reinforce (9) is arranged in the described prefabricated thin-wall plate (10), 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).
21,, it is characterized in that described hollow matrix (1) is provided with at least one in inner corner trim (12), chamfering (14), groove (15), pit (16), the hole (17) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
22,, it is characterized in that described hollow matrix (1) is provided with arc angle (13) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
23, a kind of hollow die for pouring concrete filling on site according to claim 21 is characterized in that 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).
24, a kind of hollow die for pouring concrete filling on site according to claim 21 is characterized in that being provided with in the described cavity (3) reinforcement (18).
25, a kind of hollow die for pouring concrete filling on site according to claim 24 is characterized in that described reinforcement (18) contains reinforce (9).
26, a kind of hollow die for pouring concrete filling on site according to claim 25 is characterized in that described reinforcement (18) or/and the reinforce (9) in it stretches out outside the hollow matrix (1).
27, a kind of hollow die for pouring concrete filling on site according to claim 24 is characterized in that described reinforcement (18) is 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.
28, a kind of hollow die for pouring concrete filling on site according to claim 27 is characterized in that groove (15) that described hollow matrix (1) go up to be provided with is connected with the hole (17) of hollow rod member (18) to communicate.
29,, it is characterized in that the interior part of cavity (3) of described hollow matrix (1) or all be 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 15.
30, according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15, it is characterized in that described plural hollow matrix (1) but disjunctor is formed unidirectional, two-way or multidirectional core assembly, connect by connector (20) between the hollow matrix (1).
31,, it is characterized in that described hollow matrix (1) is provided with spike (21) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
32, a kind of hollow die for pouring concrete filling on site according to claim 31 is characterized in that described spike (21) is fixing feet or movable pin.
33, a kind of hollow die for pouring concrete filling on site according to claim 32 is characterized in that described movable supporting feet (21) is the split pin.
34, a kind of hollow die for pouring concrete filling on site according to claim 31 is characterized in that described spike (21) is mortar hard pin, concrete pin or plastic foot.
35,, it is characterized in that described hollow matrix (1) or/and spike (21) is provided with fixing positioning and resisting flotation spare (22) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
36,, it is characterized in that described hollow matrix (1) is provided with carrying part (24) or suspender member (25) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 15.
37, a kind of hollow die for pouring concrete filling on site according to claim 36 is characterized in that described suspender member (25) stretches out from hollow matrix (1) filler strip (4) or cushion block (5).
CNB2004101552477A 2004-08-23 2004-08-23 A kind of hollow die for pouring concrete filling on site Expired - Fee Related CN100537977C (en)

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Application Number Priority Date Filing Date Title
CNB2004101552477A CN100537977C (en) 2004-08-23 2004-08-23 A kind of hollow die for pouring concrete filling on site

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CN100537977C true CN100537977C (en) 2009-09-09

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4788809A (en) * 1985-12-24 1988-12-06 Koukourou & Partners Pty. Ltd. Building foundation
CN2362927Y (en) * 1998-06-19 2000-02-09 温延风 Prestressed reinforced concrete laminated floor
CN2536689Y (en) * 2001-11-23 2003-02-19 邱则有 In-situ casted steel bar reinforced hollow constructing components for floor
CN1415816A (en) * 2002-12-15 2003-05-07 邱则有 Light weight hasting tyre mold for use filling concrete
EP1207987B1 (en) * 1999-07-12 2006-08-02 Antonio Francisco Febra Lost mould element for manufacturing reinforced concrete flat slabs

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4788809A (en) * 1985-12-24 1988-12-06 Koukourou & Partners Pty. Ltd. Building foundation
CN2362927Y (en) * 1998-06-19 2000-02-09 温延风 Prestressed reinforced concrete laminated floor
EP1207987B1 (en) * 1999-07-12 2006-08-02 Antonio Francisco Febra Lost mould element for manufacturing reinforced concrete flat slabs
CN2536689Y (en) * 2001-11-23 2003-02-19 邱则有 In-situ casted steel bar reinforced hollow constructing components for floor
CN1415816A (en) * 2002-12-15 2003-05-07 邱则有 Light weight hasting tyre mold for use filling concrete

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