CN1626747A - Component part in cavity die body for filling concrete - Google Patents

Component part in cavity die body for filling concrete Download PDF

Info

Publication number
CN1626747A
CN1626747A CN 200310121941 CN200310121941A CN1626747A CN 1626747 A CN1626747 A CN 1626747A CN 200310121941 CN200310121941 CN 200310121941 CN 200310121941 A CN200310121941 A CN 200310121941A CN 1626747 A CN1626747 A CN 1626747A
Authority
CN
China
Prior art keywords
component
cavity
precast slab
concrete filling
sidewall
Prior art date
Application number
CN 200310121941
Other languages
Chinese (zh)
Other versions
CN1291116C (en
Inventor
邱则有
Original Assignee
邱则有
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 邱则有 filed Critical 邱则有
Priority to CN 200310121941 priority Critical patent/CN1291116C/en
Publication of CN1626747A publication Critical patent/CN1626747A/en
Application granted granted Critical
Publication of CN1291116C publication Critical patent/CN1291116C/en

Links

Abstract

The invention relates to a concrete infilling hollow cavity form member, including upper plate and peripheral side wall, said upper plate and peripheral side wall can be combined together and formed into an open hollow cavity form. It is characterized by that said hollow cavity form is made up by completely using prefabricated components and adopting a splice process, and said prefabricated component includes at least two prefabricated plates.

Description

A kind of cavity form component for concrete filling

(1) technical field

The present invention relates to a kind of cavity form component for concrete filling.

(2) background technology

The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (hollow, solid).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.The patent No. is ZL00203695.9's " combination concrete hidden rib floor structure " utility model patent, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is horizontal positioned at interval, on prefabricated plate, be fixed with formwork, formwork comprises upper plate and side plate on every side, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connect as one with dark rib, this kind floor structure no longer needs to use in a large number template, accelerate speed of application, shortened the duration, thereby reduced cost.But when the shuttering member in this floor structure is produced, make inconvenience, production efficiency is low, is not easy to streamline production, corresponding cost height, thereby, develop a kind of novel cavity form component for concrete filling for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of cavity form component for concrete filling, 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 upper plate, sidewall on every side, upper plate, sidewall surrounds the open cavity formwork on every side, it is characterized in that described hollow mould shell all is put together by precast segment, and precast segment is at least two precast slabs.Like this, because hollow mould shell all is put together by precast segment, each precast segment can be made in advance, thereby the making of cavity former component is easy, cost is low; Simultaneously, cavity former component also can be put together by each precast segment at the construction field (site), constructs, carries more convenient; In addition, characteristics such as that cavity former component also has is simple in structure, resistance to deformation, the anti-vibration performance is good, speed of application is fast, thereby reached purpose of the present invention, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.

Feature of the present invention also is have connector to interconnect between the described precast slab.Like this, it is very convenient, simple that cavity former component is manufactured, and connects because of connector is arranged between the precast slab, in transportation, deposit in the process and can supportingly in bundle, can not cause because of disappearance and cause the infull situation of cavity former component.

Feature of the present invention is that also described formwork is made of prefabricated upper plate, prefabricated sidewall amalgamation on every side, and every precast slab is interconnected by connector.Like this, prefabricated upper plate, prefabricated around sidewall be interconnected to form cavity former component by connector, have that production technology is simple, speed of production is fast, efficient is high, can realize that mechanization produces in enormous quantities, thereby reduced the cost of production of cavity former component effectively, made it easier and apply.

Feature of the present invention is that also connector is at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch.Also can adopt the connector of other form, as weldment, connecting bolt etc.Like this, unit in charge of construction is convenient in the variation of connector and designing unit selects for use.

Feature of the present invention also is to be connected to a little between the described precast slab or the stressed joint of line or face contact.Like this, the cavity former component good seal performance that adopts above-mentioned mating face to engage, in application process, the concrete slurry is difficult for infiltrating in the cavity former component, can not cause the seepage of cement slurry and causes the pouring quality of floor to descend.

Feature of the present invention also is to be connected between the described precast slab connection of coming to nothing that leaves the filling gap.Like this, adopt between the precast slab and leave the connected mode of coming to nothing of filling the gap, can insert binding material at the position of coming to nothing fixes the precast slab adhesive seal, thereby make all precast slabs after the bonding of binding material is solidified, become integral body, increased substantially the globality and the sealing performance of cavity former component.

Feature of the present invention also is to be connected between the described precast slab stressed joint and the combination of coming to nothing and being connected.Like this, cavity former component is connected the mode that combines by the precast slab stressed joint with coming to nothing, and its stressed joint can be to positioning between each precast slab, and the position of coming to nothing then can be inserted binding material and be adhesively fixed.

Feature of the present invention is that also the connecting portion between the described precast slab has cement.Like this, the cement of the connecting portion setting between the precast slab connects overall performance and the sealing performance of having improved cavity former component, and it is more solid and reliable that cement connects cavity former component, greatly reduces its breakage rate.

Feature of the present invention is that also described precast slab is upper plate, at least a portion of at least a in the sidewall or at least two kinds on every side.Like this, cavity former component by prefabricated upper plate, sidewall combines and is spliced on every side, has advantages such as firm and reliable connection, convenient transportation, and manufacture easily.

Feature of the present invention is that also there are fixing or locating structure in the junction of described precast slab.Like this, the junction of precast slab or cast-in-place plate is provided with fixing or locating structure, has reduced the difficulty of the location that is engaged with each other significantly, and making is engaged with each other more accurately makes things convenient for.

Feature of the present invention is that also described sidewall on every side is the precast slab formation more than two.Like this, sidewall is that polylith is made around the cavity former component, has simplified production technology, has reduced manufacture difficulty, has saved cost of production.

Feature of the present invention is that also described each face of sidewall on every side is a precast slab.Like this, each face of sidewall is a precast slab around the cavity former component, helps realizing that mechanization produces in enormous quantities, and simultaneously, the transportation plate can reduce and takies transport space, has reduced cost of transportation.

Feature of the present invention is that also the described precast slab of sidewall on every side on the corner splices.Like this, the precast slab of sidewall on the corner splices around the cavity former component, and accurate positioning is easy to connect, simple, thereby has improved the quality of cavity former component.

Feature of the present invention also is all splicings on the corner of described all precast slabs.Like this, all precast slabs of cavity former component are splicing on the corner all, and accurate positioning is easy to connect, simple, thereby has improved the quality of cavity former component.

Feature of the present invention also is on the described precast slab of a slice at least convex configuration is arranged.Like this, precast slab is provided with convex configuration, when making cavity former component in being applied to cast-in-situ concrete hollow floor, convex configuration can be emptied the concrete that does not stress in the superstructure, further reduce the consumption of concrete, reduced dead load, increased substantially the supporting capacity of superstructure.

Feature of the present invention is that also described convex configuration is at least one in reinforcing rib, raised line or the projection.Like this, convex configuration is reinforcing rib, raised line or projection, has strengthened the cavity former component integral intensity greatly, makes its anti-pressure ability stronger.

Feature of the present invention also is to have on the described precast slab of a slice at least cloudy shape structure.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, concrete poured in the cloudy shape structure, and the corresponding Cast-in-place concrete stiffener that formed has improved the intensity of the inner force structure of superstructure greatly.

Feature of the present invention is that also described cloudy shape is configured at least one in groove, hole or the pit.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete pours in groove, hole or the pit on the cavity former component, corresponding cast-in-place reinforcing rib, bracing boom or the piece of putting more energy into of having formed in Cast-in-place Concrete Building Floor, improved the supporting capacity of superstructure greatly, made its structure firmer.

Feature of the present invention is also that the described precast slab of a slice at least is provided with bracing boom, in put more energy into floor or the rope at least one.Like this, after shuttering member was applied in the cast-in-situ concrete hollow floor, the bracing boom that is provided with in the shuttering member or put more energy into floor or rope can form composite construction with Cast-in-place concrete, have optimized the inner stress system of cast-in-situ concrete hollow floor.

Feature of the present invention is that also the described precast slab of a slice at least is provided with at least one in inner corner trim or chamfering or arc angle or the unfilled corner.Like this, after shuttering member was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in inner corner trim or chamfering or arc angle or the unfilled corner, and the corresponding Cast-in-place concrete that forms the part adds competent structure; Further alleviate the weight of superstructure self, saved the consumption of concrete, reduced the cost of superstructure, also improved the performance of superstructure simultaneously.

Feature of the present invention also is to have at least on the described precast slab of a slice at least waters overlapping layers behind one deck.Like this, water overlapping layers after being provided with in the cavity former component, strengthened the intensity of cavity former component itself greatly, its shock resistance damage capability is greatly strengthened, survivable, reduced the breakage rate of shuttering member significantly, reduced cost.

Feature of the present invention is that also the described precast slab of a slice at least is the MULTILAYER COMPOSITE layer.Like this, the precast slab that is provided with in the cavity former component is the MULTILAYER COMPOSITE layer, has strengthened the intensity of cavity former component itself greatly, and its shock resistance damage capability is greatly strengthened, and is survivable, reduced the breakage rate of shuttering member significantly, reduced cost.

Feature of the present invention also is in a slice precast slab reinforce is arranged at least, perhaps has reinforce to expose.Reinforce is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.Like this, the diversity of reinforce, reinforce is drawn materials nearby when being convenient to manufacture cavity former component, reduces material cost, can satisfy different intensity needs simultaneously, makes things convenient for selecting for use of different designs.

Feature of the present invention is that also the described precast slab junction or the gap location that comes to nothing have connector to expose or reinforce exposes.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, intensity and toughness that connector that exposes or reinforce combine with Cast-in-place concrete and improved superstructure greatly, make its shock resistance and supporting capacity obtain significantly improving, be difficult for being damaged, improved the combination property of superstructure.

Feature of the present invention is that also described at least one precast slab is provided with at least one in junction box, fire detector, airduct, spool, suspender member, carrying part, the adjacent formwork connector.Like this, help unit in charge of construction's construction, be convenient to selecting for use of production unit and designing unit.

Feature of the present invention is that also described prefabricated upper plate or the prefabricated upper plate thickness of slab of overlapping layers are greater than or less than the sheet of sidewall on every side.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, the prefabricated upper plate thickness of slab of prefabricated upper plate or overlapping layers can make cavity former component can fully satisfy the working load requirement in application process greater than the sheet of sidewall on every side.The prefabricated upper plate thickness of slab of prefabricated upper plate or overlapping layers then can reduce the weight of cavity former component during less than the sheet of sidewall on every side significantly, makes it lighter.

Feature of the present invention is that also the described upper plate of a slice at least is extended with the bridging piece of bridging piece or dew reinforce.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, the alternative construction formwork of the bridging piece that stretches out had reduced the construction material cost significantly.

Feature of the present invention is that also described at least two formworks are connected as one by bridging piece, constitutes the gang mould mould component.Like this, a plurality of formworks connect into the gang mould mould component by toss, and then the efficiency of construction of cavity former component is higher, and construction cost is lower.

Feature of the present invention is that also described at least two formworks connect as one at interval, constitutes the gang mould mould component.Connector between formwork and the formwork can be the support idler arm.Like this, the construction of shuttering member is laid more convenient, can improve the efficiency of construction and the speed of application of superstructure greatly.

(4) description of drawings

Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for precast slab, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described hollow mould shell all is put together by precast segment, precast segment is five precast slabs 3.

Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is provided with connector 4 between its described precast slab 3 and interconnects, and diagram connector 4 is an embedded iron parts.

Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is interconnected by connector 4.

Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to the stressed joint of line contact between its described precast slab 3.

Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected between its described precast slab 3 to leave the connection of coming to nothing of filling the gap.

Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to stressed joint and the combination of coming to nothing and being connected between its described precast slab 3.

Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, the connecting portion between its described precast slab 3 is provided with cement 5.

Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is upper plate 1, sidewall 2 on every side.

Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, the junction of its described precast slab 3 has fixing or locating structure 6.

Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, sidewall 2 was that two precast slabs 3 constitute around it was described.

Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, each face of sidewall 2 was an independent precast slab 3 around it was described.

Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, precast slab 3 of sidewall 2 on the corner spliced around it was described.

Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described all precast slabs 3 all on the corner the splicing.

Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 around it is described in sidewall 2.

Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on its described precast slab 3.

Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is provided with the floor 10 of putting more energy into.

Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with bracing boom 9 and rope 11 simultaneously on its described precast slab 3.

Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with inner corner trim 12, chamfering 13, arc angle 14 and unfilled corner 15 simultaneously on its described precast slab 3.

Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, water overlapping layers 16 after its described precast slab 3 is provided with.

Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is the MULTILAYER COMPOSITE layer.

Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in its described precast slab 3, have reinforce 17 to expose simultaneously.Diagram reinforce 17 is the reinforcing bar that intersects in length and breadth.

Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in the precast slab 3, the gap location that comes to nothing of its described precast slab 3 has reinforce 17 to expose.

Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with junction box 18, fire detector 19, spool 21, suspender member 22 and carrying part 23 on its described precast slab 3 simultaneously.

Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with airduct 20 and adjacent formwork connector 24 on its described precast slab 3 simultaneously.

Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, prefabricated upper plate 1 thickness of slab of its described overlapping layers is greater than the sheet of sidewall 2 on every side.

Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described upper plate 1 is protruding bridging piece 25.

Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, upper plate 1 is protruding bridging piece 25, its described a plurality of formworks are connected as one by bridging piece 25, constitute the gang mould mould component.

Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described a plurality of formworks connect as one at interval, constitute the gang mould mould component, the connector 24 between formwork and the formwork is the support idler arm.

(5) specific embodiment

The present invention is further illustrated below in conjunction with drawings and Examples.

The present invention comprises upper plate 1, sidewall 2 on every side as shown in drawings, and upper plate 1, sidewall 2 surrounds the open cavity formwork on every side, it is characterized in that described hollow mould shell all is put together by precast segment, and precast segment is at least two precast slabs 3.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for precast slab, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described hollow mould shell all is put together by precast segment, precast segment is five precast slabs 3.

Feature of the present invention also is have connector 4 to interconnect between the described precast slab 3.Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is provided with connector 4 between its described precast slab 3 and interconnects, and diagram connector 4 is an embedded iron parts.

Feature of the present invention is that also described formwork is made of prefabricated upper plate 1, prefabricated sidewall 2 amalgamations on every side, and every precast slab 3 is interconnected by connector 4.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is interconnected by connector 4.

Feature of the present invention also is at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch of connector 4.As shown in Figure 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, precast slab 3 is interconnected by connector 4, its described connector 4 is an iron wire.

Feature of the present invention also is to be connected to a little between the described precast slab 3 or the stressed joint of line or face contact.Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to the stressed joint of line contact between its described precast slab 3.

Feature of the present invention also is to be connected between the described precast slab 3 connection of coming to nothing that leaves the filling gap.Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected between its described precast slab 3 to leave the connection of coming to nothing of filling the gap.

Feature of the present invention also is to be connected between the described precast slab 3 stressed joint and the combination of coming to nothing and being connected.Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to stressed joint and the combination of coming to nothing and being connected between its described precast slab 3.

Feature of the present invention is that also the connecting portion between the described precast slab 3 has cement 5.Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, the connecting portion between its described precast slab 3 is provided with cement 5.

Feature of the present invention is that also described precast slab 3 is upper plate 1, at least a portion of at least a in the sidewall 2 or at least two kinds on every side.Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is upper plate 1, sidewall 2 on every side.

Feature of the present invention is that also there are fixing or locating structure 6 in the junction of described precast slab 3.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, the junction of its described precast slab 3 has fixing or locating structure 6.

Feature of the present invention is that also described sidewall 2 on every side is precast slab 3 formations more than two.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, sidewall 2 was that two precast slabs 3 constitute around it was described.

Feature of the present invention is that also described each face of sidewall 2 on every side is a precast slab 3.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, each face of sidewall 2 was an independent precast slab 3 around it was described.

Feature of the present invention is that also the described precast slab 3 of sidewall 2 on every side on the corner splices.Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, precast slab 3 of sidewall 2 on the corner spliced around it was described.

Feature of the present invention also is all splicings on the corner of described all precast slabs 3.Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described all precast slabs 3 all on the corner the splicing.

Feature of the present invention also is on the described precast slab of a slice at least 3 convex configuration 7 is arranged.Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 around it is described in sidewall 2.

Feature of the present invention is that also described convex configuration 7 is at least one in reinforcing rib, raised line or the projection.As shown in figure 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 in the sidewall 2 on every side, its described convex configuration 7 is a reinforcing rib.

Feature of the present invention also is to have on the described precast slab of a slice at least 3 cloudy shape structure 8.Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on its described precast slab 3.

Feature of the present invention is that also described cloudy shape structure 8 is at least one in groove, hole or the pit.As shown in figure 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on the precast slab 3, its described cloudy shape structure 8 is a pit.

Feature of the present invention is also that the described precast slab of a slice at least 3 is provided with bracing boom 9, in put more energy into floor 10 or the rope 11 at least one.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is provided with the floor 10 of putting more energy into.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with bracing boom 9 and rope 11 simultaneously on its described precast slab 3.

Feature of the present invention is that also the described precast slab of a slice at least 3 is provided with at least one in inner corner trim 12 or chamfering 13 or arc angle 14 or the unfilled corner 15.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with inner corner trim 12, chamfering 13, arc angle 14 and unfilled corner 15 simultaneously on its described precast slab 3.

Feature of the present invention also is to have at least on the described precast slab of a slice at least 3 waters overlapping layers 16 behind one deck.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, water overlapping layers 16 after its described precast slab 3 is provided with.

Feature of the present invention is that also the described precast slab of a slice at least 3 is the MULTILAYER COMPOSITE layer.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is the MULTILAYER COMPOSITE layer.

Feature of the present invention also is in a slice precast slab 3 reinforce 17 is arranged at least, perhaps has reinforce 17 to expose.Reinforce 17 is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in its described precast slab 3, have reinforce 17 to expose simultaneously.Diagram reinforce 17 is the reinforcing bar that intersects in length and breadth.

Feature of the present invention is that also described precast slab 3 junctions or the gap location that comes to nothing have connector 4 to expose or reinforce 17 exposes.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in the precast slab 3, the gap location that comes to nothing of its described precast slab 3 has reinforce 17 to expose.

Feature of the present invention is that also described at least one precast slab 3 is provided with at least one in junction box 18, fire detector 19, airduct 20, spool 21, suspender member 22, carrying part 23, the adjacent formwork connector 24.Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with junction box 18, fire detector 19, spool 21, suspender member 22 and carrying part 23 on its described precast slab 3 simultaneously.Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with airduct 20 and adjacent formwork connector 24 on its described precast slab 3 simultaneously.

Feature of the present invention is that also described prefabricated upper plate 1 or prefabricated upper plate 1 thickness of slab of overlapping layers are greater than or less than the sheet of sidewall 2 on every side.Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, prefabricated upper plate 1 thickness of slab of its described overlapping layers is greater than the sheet of sidewall 2 on every side.

Feature of the present invention is that also the described upper plate of a slice at least 1 is extended with the bridging piece 25 of bridging piece 25 or dew reinforce 17.Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described upper plate 1 is protruding bridging piece 25.

Feature of the present invention is that also described at least two formworks are connected as one by bridging piece 25, constitutes the gang mould mould component.Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, upper plate 1 is protruding bridging piece 25, its described a plurality of formworks are connected as one by bridging piece 25, constitute the gang mould mould component.

Feature of the present invention is that also described at least two formworks connect as one at interval, constitutes the gang mould mould component.Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described a plurality of formworks connect as one at interval, constitute the gang mould mould component, the connector 24 between formwork and the formwork is the support idler arm.

During the invention process, earlier make the upper plate 1 of cavity former component, sidewall 2 on every side respectively, treat that its maintenance to regulation after the length of time, removes the precast slab 3 that mould can obtain making shuttering member by model and specification, then each precast slab 3 is pieced together one, can obtain cavity former component.

Claims (29)

1, a kind of cavity form component for concrete filling, comprise upper plate (1), sidewall (2) on every side, upper plate (1), sidewall (2) surrounds the open cavity formwork on every side, it is characterized in that described hollow mould shell all is put together by precast segment, and precast segment is at least two precast slabs (3).
2, a kind of cavity form component for concrete filling according to claim 1 is characterized in that having between the described precast slab (3) connector (4) to interconnect.
3, a kind of cavity form component for concrete filling according to claim 2 is characterized in that described formwork is made of prefabricated upper plate (1), prefabricated sidewall (2) amalgamation on every side, and every precast slab (3) is interconnected by connector (4).
4, a kind of cavity form component for concrete filling according to claim 2 is characterized in that at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch of connector (4).
5, a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected to a little between the described precast slab (3) or the stressed joint of line or face contact.
6, a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected between the described precast slab (3) connection of coming to nothing that leaves the filling gap.
7, a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected between the described precast slab (3) stressed joint and the combination of coming to nothing and being connected.
8,, it is characterized in that the connecting portion between the described precast slab (3) has cement (5) according to claim 5,6 or 7 described a kind of cavity form component for concrete filling.
9, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described precast slab (3) is upper plate (1), at least a portion of at least a in the sidewall (2) or at least two kinds on every side.
10, a kind of cavity form component for concrete filling according to claim 1 is characterized in that there are fixing or locating structure (6) in the junction of described precast slab (3).
11, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described sidewall (2) on every side is precast slab (3) formation more than two.
12, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described each face of sidewall (2) on every side is a precast slab (3).
13, a kind of cavity form component for concrete filling according to claim 12 is characterized in that the described precast slab (3) of sidewall (2) on every side on the corner splices.
14, a kind of cavity form component for concrete filling according to claim 13 is characterized in that all splicings on the corner of described all precast slabs (3).
15, a kind of cavity form component for concrete filling according to claim 1 is characterized in that convex configuration (7) is arranged on the described precast slab of a slice at least (3).
16, a kind of cavity form component for concrete filling according to claim 15 is characterized in that described convex configuration (7) is at least one in reinforcing rib, raised line or the projection.
17, a kind of cavity form component for concrete filling according to claim 1 is characterized in that having on the described precast slab of a slice at least (3) cloudy shape structure (8).
18, a kind of cavity form component for concrete filling according to claim 17 is characterized in that described cloudy shape structure (8) is at least one in groove, hole or the pit.
19, a kind of cavity form component for concrete filling according to claim 1 is characterized in that the described precast slab of a slice at least (3) is provided with at least one in bracing boom (9), the floor of putting more energy into (10) or the rope (11).
20, a kind of cavity form component for concrete filling according to claim 1 is characterized in that the described precast slab of a slice at least (3) is provided with at least one in inner corner trim (12) or chamfering (13) or arc angle (14) or the unfilled corner (15).
21, a kind of cavity form component for concrete filling according to claim 1 is characterized in that having on the described precast slab of a slice at least (3) at least and waters overlapping layers (16) behind one deck.
22, a kind of cavity form component for concrete filling according to claim 1 is characterized in that the described precast slab of a slice at least (3) is the MULTILAYER COMPOSITE layer.
23, a kind of cavity form component for concrete filling according to claim 1 is characterized in that in a slice precast slab (3) reinforce (17) being arranged at least, perhaps has reinforce (17) to expose.Reinforce (17) is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid etc.
24, a kind of cavity form component for concrete filling according to claim 23 is characterized in that described precast slab (3) junction or the gap location that comes to nothing have connector (4) to expose or reinforce (17) exposes.
25, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described at least one precast slab (3) is provided with at least one in junction box (18), fire detector (19), airduct (20), spool (21), suspender member (22), carrying part (23), the adjacent formwork connector (24).
26, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described prefabricated upper plate (1) or the prefabricated upper plate of overlapping layers (1) thickness of slab are greater than or less than the sheet of sidewall (2) on every side.
27, a kind of cavity form component for concrete filling according to claim 1 is characterized in that the described upper plate of a slice at least (1) is extended with the bridging piece (25) of bridging piece (25) or dew reinforce (17).
28, a kind of cavity form component for concrete filling according to claim 27 is characterized in that described at least two formworks are connected as one by bridging piece (25), constitutes the gang mould mould component.
29, a kind of cavity form component for concrete filling according to claim 1 is characterized in that described at least two formworks connect as one at interval, constitutes the gang mould mould component.
CN 200310121941 2003-12-09 2003-12-09 Component part in cavity die body for filling concrete CN1291116C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200310121941 CN1291116C (en) 2003-12-09 2003-12-09 Component part in cavity die body for filling concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200310121941 CN1291116C (en) 2003-12-09 2003-12-09 Component part in cavity die body for filling concrete

Related Child Applications (112)

Application Number Title Priority Date Filing Date
CN 200710007115 Division CN100999932A (en) 2003-12-09 2003-12-09 Hollow form unit for concrete filling
CN 200710007119 Division CN1995599A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CNB2007100076157A Division CN100537929C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007133 Division CN100999933A (en) 2003-12-09 2003-12-09 Hollow form unit for concrete filling
CN 200710004698 Division CN101041986A (en) 2003-12-09 2003-12-09 Cavity mould component for concrete filling
CN 200710007612 Division CN1991053A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007658 Division CN1991073A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007665 Division CN1991080A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004684 Division CN101041985A (en) 2003-12-09 2003-12-09 Cavity mould component for concrete filling
CN 200710007408 Division CN1991030A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007419 Division CN1991038A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004196 Division CN101004006A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN2007100076284A Division CN1995624B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007613 Division CN1991054A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007137 Division CN1995616A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN2007100076481A Division CN1995625B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007627 Division CN1991063A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN200710004696A Division CN1991017B (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004197 Division CN101004007A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CNB2007100064268A Division CN100547190C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007623 Division CN1991059A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007661 Division CN1991076A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007660 Division CN1991075A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CNB2007100076091A Division CN100537928C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007614 Division CN1995621A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710004690 Division CN1991012A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710006624 Division CN101004024A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710007411 Division CN1991033A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007650 Division CN1991067A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007620 Division CN1991058A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004195 Division CN101004005A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710004700 Division CN101041988A (en) 2003-12-09 2003-12-09 Cavity mould component for concrete filling
CN 200710007418 Division CN1991037A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007129 Division CN1995609A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007601 Division CN1991043A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007663 Division CN1991078A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007121 Division CN1995601A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007619 Division CN1991057A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004189 Division CN101003999A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN2007100071399A Division CN101004059B (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CNB2007100074062A Division CN100564727C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007651 Division CN1991068A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007128 Division CN1995608A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007649 Division CN1991066A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN2007100076087A Division CN1991049B (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007130 Division CN1995610A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CNB2007100074039A Division CN100537926C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007603 Division CN1991045A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007404 Division CN1995618A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007422 Division CN1991041A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004687 Division CN101004011A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710007624 Division CN1991060A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007136 Division CN1995615A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN2007100074151A Division CN101024999B (en) 2003-12-09 2003-12-09 Hollow-cavity mould shell member for filling concrete
CN 200710007647 Division CN1991065A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007416 Division CN1991036A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004191 Division CN101004001A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN200710007602XA Division CN1991044B (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007657 Division CN1991072A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007417 Division CN1995619A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007666 Division CN1991081A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CNB200710007112XA Division CN100549317C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN2007100071223A Division CN1995602B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007131 Division CN1995611A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007410 Division CN1991032A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004697 Division CN1991018A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN2007100076528A Division CN1995626B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN200710006630A Division CN101004025B (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710007405 Division CN1991028A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007622 Division CN1995623A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710004689 Division CN1991011A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007134 Division CN1995613A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007654 Division CN1991070A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007662 Division CN1991077A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007626 Division CN1991062A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CNB2007100074147A Division CN100535300C (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007625 Division CN1991061A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007629 Division CN1991064A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007664 Division CN1991079A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CNB2007100076119A Division CN100564730C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN 200710007656 Division CN1991071A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007138 Division CN1995617A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007621 Division CN1995622A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN2007100071242A Division CN1995604B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007126 Division CN1995606A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007125 Division CN1995605A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007412 Division CN1991034A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007653 Division CN1991069A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN2007100046912A Division CN1991013B (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007127 Division CN1995607A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710004686 Division CN1991009A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007116 Division CN1995596A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710004192 Division CN101004002A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710004190 Division CN101004000A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN200710007407A Division CN101004060B (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN200710007118A Division CN1995598B (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007120 Division CN1995600A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CNB2007100076068A Division CN100564729C (en) 2003-12-09 2003-12-09 A kind of cavity form component for concrete filling
CN2007100071149A Division CN100999931B (en) 2003-12-09 2003-12-09 Hollow form unit for concrete filling
CN 200710007421 Division CN1991040A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007659 Division CN1991074A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN2007100071134A Division CN101004058B (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710007135 Division CN1995614A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007123 Division CN1995603A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710007132 Division CN1995612A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete
CN 200710004694 Division CN1991016A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710004695 Division CN101050656A (en) 2003-12-09 2003-12-09 Hollow cavity mould shell member for filling concrete
CN 200710007618 Division CN1991056A (en) 2003-12-09 2003-12-09 Cavity form component for concrete filling
CN 200710007655 Division CN1982603A (en) 2003-12-09 2003-12-09 Cavity mould-shell structural component for filling concrete
CN2007100071401A Division CN101004072B (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710004199 Division CN101004009A (en) 2003-12-09 2003-12-09 A hollow shuttering component in use for filling in concrete
CN 200710007117 Division CN1995597A (en) 2003-12-09 2003-12-09 Cavity shuttering component for filling concrete

Publications (2)

Publication Number Publication Date
CN1626747A true CN1626747A (en) 2005-06-15
CN1291116C CN1291116C (en) 2006-12-20

Family

ID=34761604

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200310121941 CN1291116C (en) 2003-12-09 2003-12-09 Component part in cavity die body for filling concrete

Country Status (1)

Country Link
CN (1) CN1291116C (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798788A (en) * 2010-03-08 2010-08-11 江苏鼎泰工程材料有限公司 Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab
CN101113610B (en) * 2006-07-24 2010-11-03 邱则有 Hollow mold core for cast-in-situ concrete hollow filling
CN101063332B (en) * 2006-04-29 2010-12-29 邱则有 Opening box for concrete structure
CN101063320B (en) * 2006-04-29 2011-03-02 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN1958986B (en) * 2005-07-12 2011-03-16 湖南邱则有专利战略策划有限公司 Hollow component in use for filling concrete
CN1982575B (en) * 2005-07-21 2011-10-05 湖南邱则有专利战略策划有限公司 Light permanent tubing shell for filling concrete
CN101063325B (en) * 2006-04-27 2011-12-21 邱则有 Reinforced concrete pre-fabricated panels
CN101063343B (en) * 2006-04-29 2011-12-21 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN1955394B (en) * 2005-07-25 2012-01-18 湖南邱则有专利战略策划有限公司 Hollow core mould for cast-in-situ concrete hollow filling
CN1982564B (en) * 2005-07-12 2012-05-23 湖南邱则有专利战略策划有限公司 Hollow basin
CN101063331B (en) * 2006-04-29 2012-07-25 湖南邱则有专利战略策划有限公司 Opening box for concrete structure

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1982564B (en) * 2005-07-12 2012-05-23 湖南邱则有专利战略策划有限公司 Hollow basin
CN1958986B (en) * 2005-07-12 2011-03-16 湖南邱则有专利战略策划有限公司 Hollow component in use for filling concrete
CN1982575B (en) * 2005-07-21 2011-10-05 湖南邱则有专利战略策划有限公司 Light permanent tubing shell for filling concrete
CN1955394B (en) * 2005-07-25 2012-01-18 湖南邱则有专利战略策划有限公司 Hollow core mould for cast-in-situ concrete hollow filling
CN101063325B (en) * 2006-04-27 2011-12-21 邱则有 Reinforced concrete pre-fabricated panels
CN101063343B (en) * 2006-04-29 2011-12-21 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN101063332B (en) * 2006-04-29 2010-12-29 邱则有 Opening box for concrete structure
CN101063320B (en) * 2006-04-29 2011-03-02 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN101063331B (en) * 2006-04-29 2012-07-25 湖南邱则有专利战略策划有限公司 Opening box for concrete structure
CN101113610B (en) * 2006-07-24 2010-11-03 邱则有 Hollow mold core for cast-in-situ concrete hollow filling
CN101798788A (en) * 2010-03-08 2010-08-11 江苏鼎泰工程材料有限公司 Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab
CN101798788B (en) * 2010-03-08 2012-05-30 江苏鼎泰工程材料有限公司 Fine tuning claw U-shaped isolating protective buckle special for grouting of high-speed railway II-type slab

Also Published As

Publication number Publication date
CN1291116C (en) 2006-12-20

Similar Documents

Publication Publication Date Title
CN1827954A (en) Reinforced concrete stereo bearing structure floorslab
CN1291116C (en) Component part in cavity die body for filling concrete
CN1304705C (en) Component part in cavity die body for filling concrete
CN1769612A (en) Cast in situ reinforcing steel bar concrete hollow board
CN1884737A (en) In-situ concrete plate
CN1300426C (en) Component part in cavity die body for filling concrete
CN100587194C (en) Cast-in-situ concrete hollow slab
CN1884747A (en) In-situ concrete plate
CN1300427C (en) Component part in cavity die body for filling concrete
CN2795349Y (en) In-site casting concrete filling hollow mould
CN100360752C (en) Cast-in-situ concrete hollow slab
CN1616786A (en) Hollow casing for in-site casting concrete filling
CN1707047A (en) Open shuttering member for concrete filling
CN100549317C (en) A kind of cavity form component for concrete filling
CN101196039B (en) Cast-in-situ concrete hollow slab
CN101033639B (en) Cavity form component for concrete filling
CN101196048B (en) Cast-in-situ concrete hollow slab
CN100593058C (en) Cavity form component for concrete filling
CN100342100C (en) Hollow form component
CN100593059C (en) Cast-in-situ concrete hollow slab
CN101004012A (en) A hollow shuttering component in use for filling in concrete
CN1757848A (en) Cast-in-situ concrete building floor
CN100537925C (en) A kind of cavity form component for concrete filling
CN2844306Y (en) Hollow core body as filler of concrete cast in site
CN1707050A (en) Open shutting structural member for concrete filling

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 410005 28/F, SHUNTIANCHENG, NO.185, FURONG MIDDLE ROAD, CHANGSHA CITY, HU'NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA NEW + HIGH TECHNOLOGY DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU'NAN PROVINCE

Free format text: CORRECT: ADDRESS; FROM: 410005 28/F, SHUNTIANCHENG, NO.185, FURONG MIDDLE ROAD, CHANGSHA CITY, HU NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA NEW + HIGH TECHNOLOGY DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU NAN PROVINCE

ASS Succession or assignment of patent right

Owner name: HU'NAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD.

Free format text: FORMER OWNER: QIU ZEYOU

Effective date: 20110105

Owner name: HU NAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD.

Free format text: FORMER OWNER: QIU ZEYOU

Effective date: 20110105

TR01 Transfer of patent right

Effective date of registration: 20110105

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

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

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

Patentee before: Qiu Zeyou

Effective date of registration: 20110105

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

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

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

Patentee before: Qiu Zeyou

C41 Transfer of patent application or patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20061220

Termination date: 20191209