CN100381668C - Hollow mould for cast-in-situ concrete filling - Google Patents

Hollow mould for cast-in-situ concrete filling Download PDF

Info

Publication number
CN100381668C
CN100381668C CNB2004101552180A CN200410155218A CN100381668C CN 100381668 C CN100381668 C CN 100381668C CN B2004101552180 A CNB2004101552180 A CN B2004101552180A CN 200410155218 A CN200410155218 A CN 200410155218A CN 100381668 C CN100381668 C CN 100381668C
Authority
CN
China
Prior art keywords
hollow matrix
hollow
pouring concrete
wall
concrete filling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNB2004101552180A
Other languages
Chinese (zh)
Other versions
CN1734041A (en
Inventor
邱则有
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan Qiuzeyou Patent Strategy Planning Co Ltd
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNB2004101552180A priority Critical patent/CN100381668C/en
Publication of CN1734041A publication Critical patent/CN1734041A/en
Application granted granted Critical
Publication of CN100381668C publication Critical patent/CN100381668C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Panels For Use In Building Construction (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention relates to a hollow carcass for filling by cast-in-situ concrete, which comprises a hollow carcass (1), wherein the hollow carcass (1) is formed by enclosing the outer walls (2), and a cavity (3) is arranged in the hollow carcass. The present invention is characterized in that at least one outer wall (2) of the hollow carcass (1) is formed by folding, cementing and solidifying a prefabricated slab wall (4) and a slurry blank (5); in this way, the present invention has the advantages of easy manufacture, high productive efficiency and low corresponding cost; meanwhile, the hollow carcass also has the advantages of simple structure, high intensity, high rigidity, good deformation resistance and vibration resistance, convenient construction, high construction speed, etc. The present invention is suitable for hollow slabs, building covers, roofs, walls, foundation slabs and bridges of cast-in-situ reinforcement concrete or prestressed reinforcement concrete, and is particularly suitable for hollow beamless building covers.

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.Make inconvenience when but this building unit is produced, production efficiency is low, is not easy to streamline production, corresponding cost height.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, have the characteristics such as easy, that production efficiency is high, cost is low of making.
Solution of the present invention is on the basis of existing technology, comprise hollow matrix, hollow matrix is surrounded by outer wall and forms, and is cavity in it, and at least one place outer wall that it is characterized in that described hollow matrix is that prefabricated wooden partition and the superimposed gluing of slip idiosome soft or hard form firmly admittedly.Like this, because at least one place outer wall of hollow matrix is that prefabricated wooden partition and the superimposed gluing of slip idiosome soft or hard form firmly admittedly, thereby can make the hollow matrix of an opening earlier, then, with opening surface up, prefabricated exterior panel is hung or is positioned on the opening surface, on prefabricated exterior panel with the shutoff of slip idiosome, treat the slip sclerosis after, maintenance is to stipulating the length of time, can obtain described hollow matrix, it is made easily, production efficiency is high, and corresponding cost is low; 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 construction, speed of application are fast, thereby reached purpose of the present invention, 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 in the overlapping layers of described slip idiosome reinforce is arranged.Like this, overlapping layers intensity and shock resistance damage capability in the hollow matrix are greatly improved, and be not fragile when making hollow matrix be applied in the cast-in-situ concrete hollow floor, can fully satisfy the construction load bearing requirements, convenient construction.
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 a 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.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 outer wall of the face toward each other of one side at least of described hexahedron hollow matrix forms firmly admittedly by prefabricated wooden partition and the superimposed gluing of slip idiosome soft or hard.Like this, in the manufacturing process of hexahedron hollow matrix, adopt the glued hard solid mode of prefabricated wooden partition and slip idiosome soft or hard to make the wall of hollow matrix, formed the outer wall of iterative structure, the rigidity and the intensity of hollow matrix have been improved greatly, simultaneously, also reduce the required template of production hollow matrix, saved cost of manufacture.
Feature of the present invention is that also described hollow matrix is provided with spike, perhaps is provided with reinforce in the spike, and perhaps reinforce stretches into anchoring in the outer wall.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.If reinforce is set in the spike, when perhaps its reinforce also stretches in the outer wall anchoring, can improve the intensity of spike and the bonding strength between spike and the hollow matrix, make spike not easy fracture drop, simultaneously, the ability of its carrying is improved.
Feature of the present invention is that also described spike is a fixing feet.Like this, the globality between spike and the hollow matrix is better, the construction of being more convenient for.
Feature of the present invention is that also described spike is movable pin.Like this, 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 spike 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 anti-floating part of fixing or split.Like this, the anti-floating part of fixing or split is set, when hollow matrix is applied in the cast-in-situ concrete hollow floor, by fixing of anti-floating part on hollow matrix or spike, 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 side outer wall of described hollow matrix is provided with the rib spacing limit for width part of encorbelmenting.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 the outer wall of described hollow matrix is provided with the filler strip or the cushion block of reinforcing bar.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 to be provided with reinforce in the described outer wall, and 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 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 the reinforce in the described outer wall is connected with each other.Like this, after the reinforce in the outer wall is connected to each other, can improve the globality of hollow matrix greatly, make it not easy to crack, simultaneously, can reduce the proportion of goods damageds of hollow matrix significantly, reduce construction cost.
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 also to be provided with on the described hollow matrix at least one in arc angle, chamfering, inner corner trim, groove, the hole.Like this, when structure needed local the reinforcement, positions such as arc angle, chamfering, inner corner trim, groove, 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 arc angle, chamfering, inner corner trim, groove, holes, help reducing construction cost.
Feature of the present invention also is also to be provided with on the described hollow matrix pit.Like this, when structure needed local the reinforcement, the pit position 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 the pit position, 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 the groove of cross or groined type or M shape.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 in the described cavity prefabricated reinforcement.Like this, owing to be provided with prefabricated 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 prefabricated reinforcement is 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 the connection 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 tyre sidewall of described outer wall for flat board, arc, broken line shape plate, corrugated sheet or its combination.Like this, when outer wall was flat board, hollow matrix was manufactured conveniently, and concrete is at its external surface good fluidity; If arc then can make the floor of using its hollow matrix form continuous arch force structure, and when effectively improving superstructure boring rate, can increase the bonding area of outer wall and Cast-in-place concrete greatly, it is in aggregates that hollow matrix and Cast-in-place concrete are merged, and can improve the globality of superstructure effectively.
Feature of the present invention is that also the outer wall of described hollow matrix is provided with the detachable connection cover plate of at least one activity, perhaps has reinforce to expose on the cover plate.Like this, removably connect cover plate or reveal the cover plate of reinforce of setting, in construction, can conveniently check its internal construction situation, and make things convenient for the laying of pipeline or other prefabricated component such as switch enclosure, electric wire box, stiffening rib, bracing boom etc., on it expose reinforce and Cast-in-place concrete combines, can make it have better bond stress, after the construction, its globality is better.When reinforce after connect cover plate and expose, can improve the adhesion strength between itself and the Cast-in-place concrete greatly.
Feature of the present invention is also that described connection cover plate is provided with and is connected the connector that coincide with hollow matrix.Like this, be provided with and be connected the connector that coincide with hollow matrix and can engage or dismantle cover plate quickly and easily; During Cast-in-place concrete, can prevent effectively that concrete from flowing in the hollow matrix internal cavities.Connector can be cutting ferrule, bolt, male and female groove, socket component, indention etc.
Feature of the present invention is that also the spike on the bottom surface of described hollow matrix is arranged with base plate.Like this, the base plate under the spike can replace the template in the work progress, can save great amount of manpower and material resources, save template dress, tear operation open, improve speed of application, reduce difficulty of construction.
Feature of the present invention is that also described hollow matrix is provided with at least one in junction box, conduit, airduct or the water pipe.Like this, can lay junction box, hydroelectric line very easily, airduct is arranged at also can save the shared architectural space of peripheral hardware airduct in the hollow matrix, effective usage space of building is improved, the setting of water pipe can hiddenly very easily be leaked water, save pipeline and lay the space, make fire main lay safer convenience.
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.
Feature of the present invention is that also described hollow matrix is provided with the boss module.Like this,, the concrete position that do not stress can be replaced with the boss module, can alleviate construction weight, reduce the superstructure cost according to design requirement.
Feature of the present invention is that also described boss module is that bonding, welding, riveted joint, socket joint, cutting ferrule, bolt are connected and fixed on the hollow matrix, perhaps the integral body that is formed in one of boss module and hollow matrix.Like this, the boss module can be connected on the carcass by various modes, and it is simple that it is made, and uses more convenient.
Feature of the present invention is that also the outer wall of described hollow matrix is provided with the overlapping layers of strip or tabular light material.Like this, after strip or tabular light material overlapping layers are set on the outer wall of hollow matrix, different situations and requirement according to practical application, can be on strip or tabular 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.
But feature of the present invention also is plural hollow matrix disjunctor and forms unidirectional, two-way or multidirectional core assembly.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 one group of relative two sides outer wall of described hollow matrix is parallel.Like this, when above-mentioned hollow matrix was applied in the cast-in-situ concrete hollow floor, the dark rib of the outer wall energy formation rule of opposing parallel helped superstructure inside force structure is carried out quality control.
Feature of the present invention is that also two groups of relative two sides outer walls of described hollow matrix are parallel separately.Like this, when above-mentioned hollow matrix was applied in the cast-in-situ concrete hollow floor, two groups of relative two sides outer walls were parallel separately, can make the stressed dark rib opposing parallel of superstructure inside, can optimize the force structure system greatly, improved the mechanical property of superstructure.
Feature of the present invention is that also three groups of relative two sides outer walls of described hollow matrix are parallel separately.Like this, when above-mentioned hollow matrix was applied in the cast-in-situ concrete hollow floor, three groups of relative two sides outer walls were parallel separately, can make the stressed dark rib opposing parallel of superstructure inside, can optimize the force structure system greatly, improved the mechanical property of superstructure.
Feature of the present invention is that also described hollow matrix is provided with connector and stretches out.Like this, after hollow matrix is provided with the connector that stretches out, can make things convenient between the hollow matrix and hollow matrix is connected with other member that need be attached thereto or reinforcing bar, particularly when hollow matrix is applied in the cast-in-situ concrete hollow floor, convenient construction fully satisfies the instructions for use of different user greatly.
(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 comprises hollow matrix 1 as shown in drawings, and hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, it is characterized in that at least one place outer wall 2 of described hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards.In each accompanying drawing, 1 is hollow matrix, and 2 is outer wall, and 3 is cavity, and 4 is prefabricated wooden partition, and 5 is the slip idiosome, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of its described hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards.
Feature of the present invention also is in the overlapping layers of described slip idiosome 5 reinforce 6 is arranged.As shown in Figure 2, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, reinforce 6 is arranged in the overlapping layers of its described slip idiosome 5, and diagram reinforce 6 is a fibrous mesh cloth.
Feature of the present invention is that also described hollow matrix 1 is polyhedron.As shown in Figure 3, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of hollow matrix 1 is for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and its described hollow matrix 1 is the polyhedron of terrace with edge shape.
Feature of the present invention is that also described hollow matrix 1 is hexahedron.As shown in Figure 4, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and a side outer wall 2 of hollow matrix 1 is for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and its described hollow matrix 1 is a hexahedron.
Feature of the present invention is that also the outer wall 2 of the face toward each other of one side at least of described hexahedron hollow matrix 1 forms firmly admittedly by prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards.As shown in Figure 5, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, hollow matrix 1 has side outer wall 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and the side outer wall 2 of the face toward each other of its described hexahedron hollow matrix 1 forms firmly admittedly by prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards.
Feature of the present invention is that also described hollow matrix 1 is provided with spike 7, perhaps is provided with reinforce 6 in the spike 7, and perhaps reinforce 6 stretches into anchoring in the outer wall 2.As shown in Figure 6, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, its described hollow matrix 1 is provided with spike 7, also be provided with reinforce 6 in the spike 7, and reinforce 6 stretches into anchoring in the outer wall 2.
Feature of the present invention is that also described spike 7 is fixing feet.As shown in Figure 7, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the outer wall 2 of going to the bottom at hollow matrix is arranged with spike 7, and its described spike 7 is and outer wall 2 integrated fixing feet.
Feature of the present invention is that also described spike 7 is movable pin.As shown in Figure 8, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the outer wall 2 of going to the bottom at hollow matrix is arranged with spike 7, and its described spike 7 is dismountable movable pin.
Feature of the present invention is that also described spike 7 is the split pin.As shown in Figure 9, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the outer wall 3 of going to the bottom at hollow matrix is arranged with spike 7, and its described spike 7 is the split pin detachable with outer wall 3.
Feature of the present invention is that also described spike 7 is mortar hard pin, concrete pin or plastic foot.As shown in figure 10, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the outer wall 3 of going to the bottom at hollow matrix is arranged with spike 7, and its described spike 7 is a plastic foot.
Feature of the present invention also is described hollow matrix 1 or/and spike 7 is provided with the anti-floating part 8 of fixing or split.As shown in figure 11, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the outer wall 2 of going to the bottom at hollow matrix is arranged with spike 7, the side outer wall 2 of its described hollow matrix 1 is provided with fixing anti-floating part 8, and diagram anti-floating draw piece 8 is an iron wire.
Feature of the present invention is that also the side outer wall 2 of described hollow matrix 1 is provided with the rib spacing limit for width part 9 of encorbelmenting.As shown in figure 12, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, the external wall of upper portion 2 of hollow matrix 1 is for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and the adjacent side outer wall 2 of its described hollow matrix 1 is provided with the rib spacing limit for width part 9 of encorbelmenting.
Feature of the present invention is that also the outer wall 2 of described hollow matrix 1 is provided with the filler strip 10 or the cushion block 11 of reinforcing bar.As shown in figure 13, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, and the external wall of upper portion 2 of its described hollow matrix 1 is provided with the filler strip 10 of reinforcing bar.
Feature of the present invention also is to be provided with reinforce 6 in the described outer wall 2, and reinforce 6 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.As shown in figure 14, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, the outer wall 2 of hollow matrix 1 is provided with the cushion block 11 of reinforcing bar, be provided with reinforce 6 in its described outer wall 2, diagram reinforce 6 is a gauze wire cloth, also can be fiberglass gridding cloth.
Feature of the present invention is that also the reinforce 6 in the described outer wall 2 is connected with each other.As shown in figure 15, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, the outer wall 2 of hollow matrix 1 is provided with the cushion block 11 of reinforcing bar, be provided with reinforce 6 in the outer wall 2, the reinforce 6 in its described outer wall 2 is connected with each other, and diagram reinforce 6 is the metal foil band.
Feature of the present invention is that also described reinforce 6 exposes outside the hollow matrix 1.As shown in figure 16, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the outer wall 2 of going to the bottom of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, be provided with reinforce 6 in the upper plate outer wall 2, its described reinforce 6 exposes outside the hollow matrix 1, and diagram reinforce 6 is a gauze wire cloth.
Feature of the present invention also is also to be provided with on the described hollow matrix 1 at least one in arc angle 12, chamfering 13, inner corner trim 14, groove 15, pit 16, the hole 17.As shown in figure 17, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, also be provided with arc angle 12, pit 16 and hole 17 simultaneously on its described hollow matrix 1.
Feature of the present invention also is also to be provided with pit 16 on the 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 the groove 15 of cross or groined type or M shape.As shown in figure 18, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, going to the bottom of hollow matrix 12 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, also be provided with chamfering 13, inner corner trim 14 and groove 15 on the hollow matrix 1 simultaneously, the groove 15 that is provided with on the upper plate outer wall 2 of its described hollow matrix 1 is a cross groove.
Feature of the present invention also is to be provided with prefabricated reinforcement 18 in the described cavity 3.As shown in figure 19, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, going to the bottom of hollow matrix 12 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, also be provided with vertical groove 15 on the side outer wall 2 of hollow matrix 1, be provided with prefabricated reinforcement 18 in its described cavity 3.
Feature of the present invention is that also described prefabricated reinforcement 18 is 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 19, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the following outer wall 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, also be provided with vertical groove 15 on the side outer wall 2 of hollow matrix 1, be provided with prefabricated reinforcement 18 in the cavity 3, its described prefabricated reinforcement 18 is 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 the connection of hollow rod member 18 and communicates.As shown in figure 20, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, the following outer wall 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, also be provided with vertical groove 15 on the top outer wall 2 of hollow matrix 1, its described groove 15 is connected with the hole 17 of the connection of hollow rod member 18 and communicates.
Feature of the present invention also is the tyre sidewall of described outer wall 2 for flat board, arc, broken line shape plate, corrugated sheet or its combination.As shown in figure 21, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, its described side outer wall 2 is the arc outer wall.
Feature of the present invention is that also the outer wall 2 of described hollow matrix 1 is provided with the detachable connection cover plate 19 of at least one activity, perhaps has reinforce 6 to expose on the cover plate 19.As shown in figure 22, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, the top outer wall 2 of its described hollow matrix 1 is provided with the detachable connection cover plate 19 of an activity.
Feature of the present invention is also that described connection cover plate 19 is provided with and is connected the connector 20 that coincide with hollow matrix 1.As shown in figure 23, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, its described connection cover plate 19 is provided with and is connected the connector 20 that coincide with hollow matrix 1.
Feature of the present invention is that also the spike 7 on the bottom surface of described hollow matrix 1 is arranged with base plate 21.As shown in figure 24, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, and the spike 7 on its described bottom surface is arranged with spike 7 and is linked as whole base plate 21.
Feature of the present invention is that also described hollow matrix 1 is provided with at least one in junction box 22, conduit 23, airduct 24 or the water pipe 25.As shown in figure 25, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, and its described outer wall 2 is provided with junction box 22 and conduit 23 for hollow matrix 1.As shown in figure 26, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, and its described outer wall 2 is provided with airduct 24 and water pipe 25 for hollow matrix 1.
Feature of the present invention also is the cavity 3 interior parts of described hollow matrix 1 or all is filled with light material 26.As shown in figure 27, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the side outer wall 2 of hollow matrix 1, be filled with light material 26 along the wall body part in the cavity 3 of its described hollow matrix 1, diagram light material 26 is an expanded perlite.
Feature of the present invention is that also described hollow matrix 1 is provided with boss module 27.As shown in figure 28, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, its described hollow matrix 1 is provided with boss module 27.
Feature of the present invention is that also described boss module 27 is connected and fixed on the hollow matrix 1 for bonding, welding, riveted joint, socket joint, cutting ferrule, bolt, perhaps the integral body that is formed in one of boss module 27 and hollow matrix 1.As shown in figure 28, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, hollow matrix 1 go to the bottom 2 for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, its described boss module 27 is connected and fixed on hollow module on the hollow matrix 1 for riveted joint.
Feature of the present invention is that also the outer wall 2 of described hollow matrix 1 is provided with the overlapping layers of strip or tabular light material 26.As shown in figure 29, hollow matrix 1 is surrounded by outer wall 2 and forms, it in it cavity 3, going to the bottom of hollow matrix 12 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, the external wall of upper portion 2 of its described hollow matrix 1 is provided with the overlapping layers of tabular light material 26, and diagram light material 26 is an expanded perlite.
But feature of the present invention also is plural hollow matrix 1 disjunctor and forms unidirectional, two-way or multidirectional core assembly.As shown in figure 30, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the external wall of upper portion 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, its described two hollow matrix 1 disjunctors are formed unidirectional core assembly, and two carcasses are connected by connector 20.
Feature of the present invention is that also one group of relative two sides outer wall 3 of described hollow matrix 1 is parallel.As shown in Figure 3, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, it is that prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly that wall body is arranged in the top outer wall 2 of hollow matrix 1, the going up next to organize relative two sides outer wall 3 parallel of its described hollow matrix 1.
Feature of the present invention is that also two groups of relative two sides outer walls 3 of described hollow matrix 1 are parallel separately.As shown in Figure 4, hollow matrix 1 is surrounded by outer wall 2 and forms, be cavity 3 in it, a side outer wall 2 of hollow matrix 1 is for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and two groups of relative two sides outer walls 3 of its described hollow matrix 1 are parallel separately.
Feature of the present invention is that also three groups of relative two sides outer walls 3 of described hollow matrix 1 are parallel separately.As shown in Figure 5, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the side outer wall 2 of hollow matrix 1 is for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards form firmly admittedly, and three groups of relative two sides outer walls 3 of its described hollow matrix 1 are parallel separately.
Feature of the present invention is that also described hollow matrix 1 is provided with connector 20 and stretches out.As shown in figure 31, hollow matrix 1 is surrounded by outer wall 2 and forms, and is cavity 3 in it, and the top outer wall 2 of hollow matrix 1 forms firmly admittedly for prefabricated wooden partition 4 and the superimposed gluing of slip idiosome 5 soft or hards, its described hollow matrix 1 is provided with connector 20 and stretches out, and diagram connector 20 is for connecting cutting ferrule.
During the invention process, can make the hollow matrix 1 of an opening earlier, then, with opening surface up, prefabricated wooden partition 4 is hung or is positioned on the opening surface, on prefabricated wooden partition 4 with 5 shutoff of slip idiosome, treat the slip sclerosis after, maintenance can obtain described hollow die for pouring concrete filling on site to stipulating the length of time.

Claims (36)

1. hollow die for pouring concrete filling on site, comprise hollow matrix (1), hollow matrix (1) is surrounded by outer wall (2) and forms, be cavity (3) in it, it is characterized in that at least one place outer wall (2) of described hollow matrix (1) forms firmly admittedly for prefabricated wooden partition (4) and the superimposed gluing of slip idiosome (5) soft or hard.
2. a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that in the overlapping layers of described slip idiosome (5) reinforce (6) being arranged.
3. 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.
4. 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 hexahedron.
5. a kind of hollow die for pouring concrete filling on site according to claim 4 is characterized in that the outer wall (2) of the face toward each other of one side at least of described hexahedron hollow matrix (1) forms firmly admittedly by prefabricated wooden partition (4) and the superimposed gluing of slip idiosome (5) soft or hard.
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 provided with spike (7), perhaps is provided with reinforce (6) in the spike (7), and perhaps reinforce (6) stretches into the interior anchoring of outer wall (2).
7. a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that described spike (7) is fixing feet.
8. a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that described spike (7) is movable pin.
9. a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that described spike (7) is the split pin.
10. a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that described spike (7) is mortar hard pin, concrete pin or plastic foot.
11. a kind of hollow die for pouring concrete filling on site according to claim 6 is characterized in that described hollow matrix (1) or/and spike (7) is provided with the anti-floating part (8) of fixing or split.
12. 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 the rib spacing limit for width part (9) of encorbelmenting.
13. a kind of hollow die for pouring concrete filling on site according to claim 1 is characterized in that the outer wall (2) of described hollow matrix (1) is provided with the filler strip (10) or the cushion block (11) of reinforcing bar.
14., it is characterized in that being provided with in the described outer wall (2) reinforce (6) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
15. a kind of hollow die for pouring concrete filling on site according to claim 14 is characterized in that the reinforce (6) in the described outer wall (2) is connected with each other.
16. a kind of hollow die for pouring concrete filling on site according to claim 14 is characterized in that described reinforce (6) exposes outside the hollow matrix (1).
17., it is characterized in that also being provided with on the described hollow matrix (1) at least one in arc angle (12), chamfering (13), inner corner trim (14), groove (15), 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 13.
18., it is characterized in that also being provided with on the described hollow matrix (1) pit (16) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
19. a kind of hollow die for pouring concrete filling on site according to claim 17 is characterized in that at least one face of the outer wall (2) of described hollow matrix (1) is provided with the groove (15) of cross or groined type or M shape.
20. a kind of hollow die for pouring concrete filling on site according to claim 17 is characterized in that being provided with in the described cavity (3) prefabricated reinforcement (18).
21. a kind of hollow die for pouring concrete filling on site according to claim 20 is characterized in that described prefabricated reinforcement (18) is hollow rod member, the two-port of hollow rod member is connected with outer wall (2) outside, forms the hole (17) that is communicated with.
22. a kind of hollow die for pouring concrete filling on site according to claim 21 is characterized in that groove (15) that described hollow matrix (1) go up to be provided with is connected with the hole (17) of the connection of hollow rod member (18) to communicate
23., it is characterized in that the tyre sidewall of described outer wall (2) for flat board, arc plate, flap, corrugated sheet or its combination according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
24. according to the described a kind of hollow block for filling concrete of arbitrary claim in the claim 1 to 13, it is characterized in that the outer wall (2) of described hollow matrix (1) is provided with the detachable connection cover plate (19) of at least one activity, perhaps have reinforce (6) to expose on the cover plate (19).
25. a kind of hollow die for pouring concrete filling on site according to claim 24 is characterized in that described connection cover plate (19) is provided with and is connected the connector (20) that coincide with hollow matrix (1).
26., it is characterized in that the spike (7) on the bottom surface of described hollow matrix (1) is arranged with base plate (21) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
27., it is characterized in that described hollow matrix (1) is provided with at least one in junction box (22), conduit (23), airduct (24) or the water pipe (25) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
28., it is characterized in that the interior part of cavity (3) of described hollow matrix (1) or all be filled with light material (26) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13
29., it is characterized in that described hollow matrix (1) is provided with boss module (27) according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
30. a kind of hollow die for pouring concrete filling on site according to claim 29, it is characterized in that described boss module (27) is connected and fixed on the hollow matrix (1) for bonding, welding, riveted joint, socket joint, cutting ferrule, bolt, perhaps the integral body that is formed in one of boss module (27) and hollow matrix (1).
31. according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13, the outer wall (2) that it is characterized in that described hollow matrix (1) is provided with the overlapping layers of strip or tabular light material (26).
32., it is characterized in that plural hollow matrix (1) but unidirectional, the two-way or multidirectional core assembly of disjunctor composition according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
33., it is characterized in that one group of relative two sides outer wall (3) of described hollow matrix (1) is parallel according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
34., it is characterized in that two groups of relative two sides outer walls (3) of described hollow matrix (1) are parallel separately according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
35., it is characterized in that three groups of relative two sides outer walls (3) of described hollow matrix (1) are parallel separately according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
36., it is characterized in that described hollow matrix (1) is provided with connector (20) and stretches out according to the described a kind of hollow die for pouring concrete filling on site of arbitrary claim in the claim 1 to 13.
CNB2004101552180A 2004-08-11 2004-08-11 Hollow mould for cast-in-situ concrete filling Expired - Fee Related CN100381668C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2004101552180A CN100381668C (en) 2004-08-11 2004-08-11 Hollow mould for cast-in-situ concrete filling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2004101552180A CN100381668C (en) 2004-08-11 2004-08-11 Hollow mould for cast-in-situ concrete filling

Related Child Applications (137)

Application Number Title Priority Date Filing Date
CNA200810301096XA Division CN101302832A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009182A Division CN101302847A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010955A Division CN101302831A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009178A Division CN101270600A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103011163A Division CN101298794A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010419A Division CN101302811A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009553A Division CN101270601A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103010226A Division CN101349090A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103010442A Division CN101302814A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009214A Division CN101302850A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103011159A Division CN101255747A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010495A Division CN101368417A (en) 2004-08-11 2004-08-11 Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009820A Division CN101408054A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103009638A Division CN101311450A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103009642A Division CN101311451A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103010211A Division CN101265736A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete filling
CNA200810300991XA Division CN101302860A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009835A Division CN101418616A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-situ concrete
CNA2008103010480A Division CN101302817A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009676A Division CN101311454A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103009619A Division CN101270602A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103009996A Division CN101302794A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009661A Division CN101311453A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA200810301089XA Division CN101302825A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010137A Division CN101302804A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010118A Division CN101302802A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009695A Division CN101418615A (en) 2004-08-11 2004-08-11 A kind of hollow die for pouring concrete filling on site
CNA2008103009587A Division CN101311446A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103010796A Division CN101328743A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009657A Division CN101311452A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103010847A Division CN101302820A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009144A Division CN101302844A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009163A Division CN101302846A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010870A Division CN101302823A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010917A Division CN101302827A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010264A Division CN101302870A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009854A Division CN101302858A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010688A Division CN101328732A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010940A Division CN101302830A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009873A Division CN101275422A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009623A Division CN101311449A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103010758A Division CN101328739A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010809A Division CN101328744A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA200810300913XA Division CN101302843A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010476A Division CN101302816A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010832A Division CN101319529A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010673A Division CN101255746A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010194A Division CN101349088A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103010705A Division CN101328734A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010866A Division CN101302822A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010353A Division CN101302806A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009801A Division CN101408052A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103010391A Division CN101302810A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009233A Division CN101302852A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010936A Division CN101302829A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010989A Division CN101343902A (en) 2004-08-11 2004-08-11 Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010160A Division CN101302868A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA200810301113XA Division CN101275415A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103009939A Division CN101302862A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010724A Division CN101328736A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009905A Division CN101275424A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010086A Division CN101302799A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010921A Division CN101302828A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009248A Division CN101302853A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA200810301000XA Division CN101302795A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010245A Division CN101343910A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103010739A Division CN101328737A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010300A Division CN101302874A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009229A Division CN101302851A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010438A Division CN101302813A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010885A Division CN101302824A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA200810301071XA Division CN101328735A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010777A Division CN101328741A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA200810300984XA Division CN101418617A (en) 2004-08-11 2004-08-11 A kind of hollow die for pouring concrete filling on site
CNA2008103009892A Division CN101275423A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010387A Division CN101302809A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009958A Division CN101302864A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010067A Division CN101302797A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010029A Division CN101328729A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009869A Division CN101275421A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010692A Division CN101328733A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009962A Division CN101302865A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009125A Division CN101302842A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103011125A Division CN101343904A (en) 2004-08-11 2004-08-11 Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010048A Division CN101328731A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010349A Division CN101302805A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009977A Division CN101302866A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009591A Division CN101311447A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103010207A Division CN101349089A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA200810301032XA Division CN101302876A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009943A Division CN101302863A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009981A Division CN101275413A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010141A Division CN101302867A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009816A Division CN101408053A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103009680A Division CN101408050A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103010461A Division CN101302815A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010071A Division CN101302798A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010372A Division CN101302808A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009568A Division CN101255752A (en) 2004-08-11 2004-08-11 Hollow tyre body for cast-in-situ filling concrete
CNA2008103009924A Division CN101302861A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010122A Division CN101302803A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010283A Division CN101302872A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010669A Division CN101328747A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete filling
CNA200810301025XA Division CN101302869A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010781A Division CN101328742A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010298A Division CN101302873A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009799A Division CN101408051A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103010033A Division CN101328730A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103011110A Division CN101343903A (en) 2004-08-11 2004-08-11 Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CNA200810301018XA Division CN101349087A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103009110A Division CN101302841A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009888A Division CN101302859A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010315A Division CN101302875A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010090A Division CN101302800A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010103A Division CN101302801A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010334A Division CN101301772A (en) 2004-08-11 2004-08-11 Method for manufacturing hollow carcass for filling cast-in-situ concrete
CNA2008103010404A Division CN101275414A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103010052A Division CN101302796A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010014A Division CN101328728A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103009197A Division CN101302848A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010813A Division CN101302818A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010743A Division CN101328738A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010279A Division CN101302871A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010851A Division CN101302821A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010902A Division CN101302826A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010230A Division CN101343909A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103011178A Division CN101275416A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA2008103009604A Division CN101311448A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete
CNA2008103009252A Division CN101397832A (en) 2004-08-11 2004-08-11 Hollow carcass for filling cast-in-situ concrete
CNA2008103009159A Division CN101302845A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103010423A Division CN101302812A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010175A Division CN101343908A (en) 2004-08-11 2004-08-11 Hollow tire body for cast-in-situ concrete filling
CNA2008103010762A Division CN101328740A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010368A Division CN101302807A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CNA2008103010828A Division CN101302819A (en) 2004-08-11 2004-08-11 Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CNA200810300920XA Division CN101302849A (en) 2004-08-11 2004-08-11 Hollow carcass for cast-in-situ concrete stuffing
CNA2008103009572A Division CN101311445A (en) 2004-08-11 2004-08-11 Hollow mold for filling cast-in-place concrete

Publications (2)

Publication Number Publication Date
CN1734041A CN1734041A (en) 2006-02-15
CN100381668C true CN100381668C (en) 2008-04-16

Family

ID=36076629

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2004101552180A Expired - Fee Related CN100381668C (en) 2004-08-11 2004-08-11 Hollow mould for cast-in-situ concrete filling

Country Status (1)

Country Link
CN (1) CN100381668C (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4406820A1 (en) * 1994-03-02 1995-09-14 K Heinz Prof Dr Ing Weber Cover for ceiling edge
EP0979907A2 (en) * 1998-08-03 2000-02-16 Rainer Dipl.-Ing. F-H. Berreth Floor-edge formwork
CN2466270Y (en) * 2000-12-07 2001-12-19 张凤云 Light composite form

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4406820A1 (en) * 1994-03-02 1995-09-14 K Heinz Prof Dr Ing Weber Cover for ceiling edge
EP0979907A2 (en) * 1998-08-03 2000-02-16 Rainer Dipl.-Ing. F-H. Berreth Floor-edge formwork
CN2466270Y (en) * 2000-12-07 2001-12-19 张凤云 Light composite form

Also Published As

Publication number Publication date
CN1734041A (en) 2006-02-15

Similar Documents

Publication Publication Date Title
CN100381668C (en) Hollow mould for cast-in-situ concrete filling
CN101418616A (en) Hollow mold for filling cast-in-situ concrete
CN101418615A (en) A kind of hollow die for pouring concrete filling on site
CN101270602A (en) Hollow tire body for cast-in-situ concrete filling
CN101311447A (en) Hollow mold for filling cast-in-place concrete
CN101311446A (en) Hollow mold for filling cast-in-place concrete
CN101311445A (en) Hollow mold for filling cast-in-place concrete
CN101255747A (en) Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab
CN101328747A (en) Hollow carcass for cast-in-situ concrete filling
CN101255752A (en) Hollow tyre body for cast-in-situ filling concrete
CN101343904A (en) Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CN101343902A (en) Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CN101270601A (en) Hollow tire body for cast-in-situ concrete filling
CN101311449A (en) Hollow mold for filling cast-in-place concrete
CN101311450A (en) Hollow mold for filling cast-in-place concrete
CN101302831A (en) Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CN101311454A (en) Hollow mold for filling cast-in-place concrete
CN101311452A (en) Hollow mold for filling cast-in-place concrete
CN101311453A (en) Hollow mold for filling cast-in-place concrete
CN101343903A (en) Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab
CN101311448A (en) Hollow mold for filling cast-in-place concrete
CN101311451A (en) Hollow mold for filling cast-in-place concrete
CN101302818A (en) Cast-in-situ reinforced concrete or prestressed reinforced concrete hollow slab
CN101302841A (en) Hollow carcass for cast-in-situ concrete stuffing
CN101343909A (en) Hollow tire body for cast-in-situ concrete filling

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUNAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD.

Free format text: FORMER OWNER: QIU ZEYOU

Effective date: 20101110

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 410011 28/F, SHUNTIANCHENG, NO.59, SECTION 2, FURONG MIDDLE ROAD, CHANGSHA CITY, HU'NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA NEW AND HIGH TECHNOLOGY DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU'NAN PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20101110

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

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

Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor

Patentee before: Qiu Zeyou

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

Granted publication date: 20080416

Termination date: 20190811

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