CN1877031A - Cast-in-situ concrete hollow slab - Google Patents
Cast-in-situ concrete hollow slab Download PDFInfo
- Publication number
- CN1877031A CN1877031A CN 200510074457 CN200510074457A CN1877031A CN 1877031 A CN1877031 A CN 1877031A CN 200510074457 CN200510074457 CN 200510074457 CN 200510074457 A CN200510074457 A CN 200510074457A CN 1877031 A CN1877031 A CN 1877031A
- Authority
- CN
- China
- Prior art keywords
- cast
- perhaps
- precast slab
- place concrete
- plate
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 119
- 238000009416 shuttering Methods 0.000 claims abstract description 47
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 238000009415 formwork Methods 0.000 claims description 16
- 239000010410 layers Substances 0.000 claims description 16
- 230000003014 reinforcing Effects 0.000 claims description 16
- 239000004568 cements Substances 0.000 claims description 8
- 239000000203 mixtures Substances 0.000 claims description 8
- 239000004744 fabrics Substances 0.000 claims description 6
- 239000000835 fibers Substances 0.000 claims description 6
- 239000002131 composite materials Substances 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 239000011514 iron Substances 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 239000002965 ropes Substances 0.000 claims description 4
- 239000011901 water Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000011888 foils Substances 0.000 claims description 3
- 239000002184 metals Substances 0.000 claims description 3
- 229910052751 metals Inorganic materials 0.000 claims description 3
- -1 nonwoven Substances 0.000 claims description 3
- 239000004033 plastics Substances 0.000 claims description 3
- 229920003023 plastics Polymers 0.000 claims description 3
- 238000005267 amalgamation Methods 0.000 claims description 2
- 238000005755 formation reactions Methods 0.000 claims description 2
- 230000002093 peripheral Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 25
- 238000004519 manufacturing process Methods 0.000 description 14
- 230000000875 corresponding Effects 0.000 description 10
- 239000000463 materials Substances 0.000 description 8
- 238000004642 transportation engineering Methods 0.000 description 7
- 238000000034 methods Methods 0.000 description 6
- 239000002002 slurries Substances 0.000 description 5
- 101710050368 MME Proteins 0.000 description 4
- 101710049987 S5 Proteins 0.000 description 4
- 238000005516 engineering processes Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 239000007787 solids Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 230000001070 adhesive Effects 0.000 description 1
- 239000000853 adhesives Substances 0.000 description 1
- 239000011449 bricks Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000023298 conjugation with cellular fusion Effects 0.000 description 1
- 239000004035 construction materials Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000002035 prolonged Effects 0.000 description 1
- 239000011257 shell materials Substances 0.000 description 1
- 239000003351 stiffeners Substances 0.000 description 1
- 230000021037 unidirectional conjugation Effects 0.000 description 1
Abstract
Description
(1) technical field
The present invention relates to a kind of cast-in-place concrete cored.
(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 inconvenient, production efficiency is low, be not easy to streamline production, particularly in transportation and work progress, the formwork transportation is extremely inconvenient, whole shuttering member takies a large amount of transport spaces, wasted a large amount of transport resources, increased cost of transportation, and formwork easily causes damage because of the extrusion and collision that jolts in transportation, the breakage rate height, corresponding cast-in-place concrete cored construction cost height, thereby, develop a kind of novel cast-in-place concrete cored for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of cast-in-place concrete cored, the cavity former component that its hollow pore-forming is used has the characteristics such as easy, that production efficiency is high, cost is low of making, particularly in transportation, can transport with plate state, reduced shared transport space significantly, reduced cost of transportation, reduced collision and extruding loss, corresponding cast-in-place concrete cored construction cost is low.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, cavity former component, cavity former component is wrapped up in and is contained in the steel bar concrete, cavity former component is the cast-in-situ reinforced concrete rib each other, cavity former component comprises upper plate, sidewall, lower plate on every side, upper plate, sidewall, lower plate surround the enclosed cavity shuttering member on every side, it is characterized in that described enclosed cavity shuttering member 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), construct, carry more convenient, corresponding cast-in-place concrete cored construction cost is low, in addition, cast-in-place concrete coredly also have simple in structure, resistance to deformation, characteristics such as 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 be described upper plate upper surface or/and the soffit of lower plate respectively with cast-in-place concrete cored upper surface or/and soffit flush.Like this, when the upper surface of the upper plate of shuttering member or/and the soffit of lower plate respectively with cast-in-place concrete cored upper surface or/and soffit when flushing, can further reduce cast-in-place concrete cored thickness, weight reduction, reduce cost, improve cast-in-place concrete cored supporting capacity.
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 helps reducing cast-in-place concrete cored construction cost.
Feature of the present invention is that also described formwork is made of prefabricated upper plate, prefabricated sidewall, prefabricated lower plate amalgamation on every side, and every precast slab is interconnected by connector.Like this, prefabricated upper plate, prefabricated sidewall on every side and prefabricated lower plate are interconnected to form cavity former component by connector, have that production technology is simple, speed of production is fast, efficient is high, can realize the mechanization production in enormous quantities, thereby reduced the cost of production of cavity former component effectively, correspondingly reduced cast-in-place concrete cored construction cost.
Feature of the present invention is that also described connector is at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch.Like this, it is more simple and convenient that the diversity of connector makes that precast slab connects, and simultaneously, above-mentioned connector material price is cheap, has reduced the material cost of cavity former component significantly, correspondingly reduced cast-in-place concrete cored construction cost.
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 cast-in-place concrete cored pouring quality 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, the globality and the sealing performance of cavity former component have been increased substantially, simultaneously, the cavity former component good seal performance, in application process, the concrete slurry be difficult for to infiltrate in the cavity former component, can not cause the seepage of cement slurry and causes cast-in-place concrete cored pouring quality to descend.
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, its stressed joint can be to positioning between each precast slab, the position of coming to nothing then can be inserted binding material and is adhesively fixed, perhaps rely on and carry out the slurry of cast-in-place concrete cored Cast-in-place concrete when building and carry out bonding sealing and connect, simplify the manufacture craft of cavity former component, helped reducing construction cost.
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, it is more solid and reliable that cement connects cavity former component, reduced its proportion of goods damageds, saved cast-in-place concrete cored material cost.
Feature of the present invention is that also described precast slab is upper plate, at least two kinds or at least a portion of at least two kinds in sidewall, the lower plate on every side.Like this, precast slab is upper plate, at least a portion of at least a in the sidewall or at least two kinds on every side, has advantages such as firm and reliable connection, convenient transportation, helps reducing cast-in-place concrete cored construction cost.
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 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, manufacturing of cavity former component is more convenient, and cost of production is lower, and globality is better, and corresponding cast-in-place concrete cored construction cost is lower, and globality is better.
Feature of the present invention is that also described each face of sidewall on every side is a precast slab.Like this, manufacturing of cavity former component is more convenient, and cost of production is lower, and corresponding cast-in-place concrete cored construction cost is lower.
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, accurate positioning, and easy row convenient and simple for connection, thus improved the quality of cavity former component, help reducing cast-in-place concrete cored construction cost.
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, accurate positioning, and easy row convenient and simple for connection, thus improved the quality of cavity former component, help reducing cast-in-place concrete cored construction cost.
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, and convex configuration can be emptied the concrete that does not stress in cast-in-place concrete cored, can further reduce the consumption of concrete, reduces the deadweight of structure, improves cast-in-place concrete cored combination property.
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, strengthened the cavity former component integral intensity greatly, make its anti-pressure ability stronger, simultaneously convex configuration is with after Cast-in-place concrete in cast-in-place concrete cored combines into integral body, but the common load of participation structure has improved cast-in-place concrete cored mechanical property, has improved cast-in-place concrete cored supporting capacity.
Feature of the present invention also is to have on the described precast slab of a slice at least cloudy shape structure.Like this, concrete pours in the cloudy shape structure, and the corresponding convex Cast-in-place concrete stiffener that formed has improved the intensity of cast-in-situ concrete hollow intralamellar part force structure 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, Cast-in-place concrete pours in groove, hole or the pit on the cavity former component, and corresponding cast-in-place reinforcing rib, bracing boom or the piece of putting more energy into of having formed improved cast-in-place concrete cored supporting capacity greatly in cast-in-place concrete cored, makes 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, the intensity of precast slab is higher, and rigidity is bigger, has optimized cast-in-situ concrete hollow intralamellar part stress system.
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, Cast-in-place concrete pours 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, helps improving cast-in-place concrete cored performance.
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, cast-in-place concrete cored building in the process, survivable, reduced the breakage rate of shuttering member significantly, reduced cast-in-place concrete cored construction 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, strengthened the intensity of cavity former component itself greatly, its shock resistance damage capability is greatly strengthened, cast-in-place concrete cored building in the process, survivable, reduced the breakage rate of shuttering member significantly, reduced cast-in-place concrete cored construction cost.
Feature of the present invention also is in a slice precast slab reinforce is arranged at least, perhaps has reinforce to expose, and is anchored in the steel bar concrete.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, and is anchored in the steel bar concrete.Like this, connector that exposes or reinforce combine with Cast-in-place concrete and have improved cast-in-place concrete cored intensity and suppleness greatly, make its shock resistance and supporting capacity obtain significantly improving, be difficult for being damaged, improved cast-in-place concrete cored combination property.
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 continuous part of adjacent formwork.Like this, help unit in charge of construction's construction, be convenient to selecting for use of production unit and designing unit, can form and secretly bury the cast-in-place concrete cored of airduct, water pipe and spool etc., saved architectural space greatly, improved space availability ratio, optimized cast-in-place concrete cored structure.
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, 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, the alternative construction formwork of the bridging piece that stretches out has 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 corresponding cast-in-place concrete cored 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.Like this, the construction of shuttering member is laid more convenient, can improve cast-in-place concrete cored efficiency of construction and speed of application greatly.
Feature of the present invention also is describedly also to be provided with dark beam or/and bright beam in cast-in-place concrete cored.Like this, cast-in-place concrete cored mechanical property is better, helps that local pressure in cast-in-place concrete cored is increased the district and strengthens; When being provided with dark beam, can strengthen cast-in-place concrete cored mechanical property, simultaneously, dark beam lies in the cast-in-situ concrete hollow intralamellar part, it is attractive in appearance not influence cast-in-place concrete cored external structure, does not take the usage space of building during use, can more effectively improve the usage space of building.
Feature of the present invention also is describedly to contain presstressed reinforcing steel in cast-in-place concrete cored.Like this, the setting of prestressed reinforcement can improve cast-in-place concrete cored supporting capacity greatly, and the span that increases hollowcore slab.
Feature of the present invention also is to contain reinforcing bar in the described In-situ cast concrete board.Reinforcing bar can be cold-rolled forming section or channel-section steel or i shaped steel or other Steel section member.Like this, can improve cast-in-place concrete cored supporting capacity significantly, simultaneously, reinforcing bar is implied in the concrete and with close rib soffit and flushes, the corresponding arch without beam that formed.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is one of structural representation of embodiment of the invention cavity shuttering member.
Fig. 6 be embodiment of the invention cavity shuttering member structural representation two.
Fig. 7 be embodiment of the invention cavity shuttering member structural representation three.
Fig. 8 be embodiment of the invention cavity shuttering member structural representation four.
Fig. 9 be embodiment of the invention cavity shuttering member structural representation five.
Figure 10 be embodiment of the invention cavity shuttering member structural representation six.
Figure 11 be embodiment of the invention cavity shuttering member structural representation seven.
Figure 12 be embodiment of the invention cavity shuttering member structural representation eight.
Figure 13 be embodiment of the invention cavity shuttering member structural representation nine.
Figure 14 be embodiment of the invention cavity shuttering member structural representation ten.
Figure 15 be embodiment of the invention cavity shuttering member structural representation 11.
Figure 16 be embodiment of the invention cavity shuttering member structural representation 12.
Figure 17 be embodiment of the invention cavity shuttering member structural representation 13.
Figure 18 be embodiment of the invention cavity shuttering member structural representation 14.
Figure 19 be embodiment of the invention cavity shuttering member structural representation 15.
Figure 20 be embodiment of the invention cavity shuttering member structural representation 16.
Figure 21 be embodiment of the invention cavity shuttering member structural representation 17.
Figure 22 be embodiment of the invention cavity shuttering member structural representation 18.
Figure 23 be embodiment of the invention cavity shuttering member structural representation 19.
Figure 24 be embodiment of the invention cavity shuttering member structural representation 20.
Figure 25 be embodiment of the invention cavity shuttering member structural representation 21.
Figure 26 be embodiment of the invention cavity shuttering member structural representation 22.
Figure 27 be embodiment of the invention cavity shuttering member structural representation 23.
Figure 28 be embodiment of the invention cavity shuttering member structural representation 24.
Figure 29 be embodiment of the invention cavity shuttering member structural representation 25.
Figure 30 be embodiment of the invention cavity shuttering member structural representation 26.
Figure 31 be embodiment of the invention cavity shuttering member structural representation 27.
Figure 32 be embodiment of the invention cavity shuttering member structural representation 28.
Figure 33 is the structural representation of the embodiment of the invention 5.
Figure 34 is the structural representation of the embodiment of the invention 6.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise steel bar concrete 1, cavity former component 2, cavity former component 2 is wrapped up in and is contained in the steel bar concrete 1, cavity former component 2 is cast-in-situ reinforced concrete rib 3 each other, cavity former component 2 comprises upper plate 4, sidewall 5, lower plate 6 on every side, upper plate 4, sidewall 5, lower plate 6 surround enclosed cavity shuttering member 2 on every side, it is characterized in that described enclosed cavity shuttering member 2 all is put together by precast segment 7, and precast segment 7 is at least two precast slabs 8.In each accompanying drawing, 1 is steel bar concrete, and 2 is cavity former component, and 3 is the cast-in-situ reinforced concrete rib, and 4 is upper plate, 5 be around sidewall, 6 is lower plate, 7 is precast segment, 8 is precast slab, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, cast-in-place concrete cored steel bar concrete 1, the cavity former component 2 of comprising, cavity former component 2 is wrapped up in and is contained in the steel bar concrete 1, cavity former component 2 is cast-in-situ reinforced concrete rib 3 each other, cavity former component 2 comprises upper plate 4, sidewall 5, lower plate 6 on every side, upper plate 4, sidewall 5, lower plate 6 surround enclosed cavity shuttering member 2 on every side, and its described enclosed cavity shuttering member 2 all is put together by precast segment 7, and precast segment 7 is a polylith precast slab 8.Fig. 5 is the structural representation of the cavity former component 2 in cast-in-place concrete cored shown in Fig. 1,2.Fig. 6 is the structural representation of the cavity former component 2 in cast-in-place concrete cored shown in Fig. 3,4.
Feature of the present invention also be described upper plate 4 upper surface or/and the soffit of lower plate 6 respectively with cast-in-place concrete cored upper surface or/and soffit flush.As shown in Figure 2, the upper surface of its described upper plate 4 and cast-in-place concrete cored upper surface flush, as shown in Figure 3, the soffit of its described lower plate 6 flushes with cast-in-place concrete cored soffit, as shown in Figure 4, the soffit of the upper surface of its described upper plate 4 and lower plate 6 flushes with cast-in-place concrete cored upper surface and soffit respectively.
Feature of the present invention also is have connector 9 to interconnect between the described precast slab 8.As shown in Figure 6, there is connector 9 to interconnect between its described precast slab 8.
Feature of the present invention is that also described formwork is made of prefabricated upper plate 4, prefabricated sidewall 5,6 amalgamations of prefabricated lower plate on every side, and every precast slab 8 is interconnected by connector 9.As shown in Figure 7, its described formwork is made of prefabricated upper plate 4, prefabricated sidewall 5,6 amalgamations of prefabricated lower plate on every side, and every precast slab 8 is interconnected by connector 9.
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 described connector 9.As shown in Figure 7, its described connector 9 is an iron wire.
Feature of the present invention also is to be connected to a little between the described precast slab 8 or the stressed joint of line or face contact.As shown in Figure 8, be connected to the stressed joint of line contact between its described precast slab 8.
Feature of the present invention also is to be connected between the described precast slab 8 connection of coming to nothing that leaves the filling gap.As shown in Figure 9, be connected to the connection of coming to nothing that leaves the filling gap between its described precast slab 8.
Feature of the present invention also is to be connected between the described precast slab 8 stressed joint and the combination of coming to nothing and being connected.As shown in figure 10, be connected to stressed joint and the combination of coming to nothing and being connected between its described precast slab 8.
Feature of the present invention is that also the connecting portion between the described precast slab 8 has cement 10.As shown in figure 11, the connecting portion between its described precast slab 8 has cement 10.
Feature of the present invention is that also described precast slab 8 is upper plate 4, at least two kinds or at least a portion of at least two kinds in sidewall 5, the lower plate 6 on every side.As shown in figure 12, its described upper plate 4, sidewall 5, lower plate 6 are precast slab 8 on every side.
Feature of the present invention is that also there are fixing or locating structure 11 in the junction of described precast slab 8.As shown in figure 13, there is locating structure 11 junction of its described precast slab 8.
Feature of the present invention is that also described sidewall 5 on every side is precast slab 8 formations more than two.As shown in figure 14, its described sidewall 5 on every side is that two precast slabs 8 constitute.
Feature of the present invention is that also described each face of sidewall 5 on every side is a precast slab 8.As shown in figure 15, its described each face of sidewall 5 on every side is a precast slab 8.
Feature of the present invention is that also the described precast slab 8 of sidewall 5 on every side on the corner splices.As shown in figure 16, its described precast slab 8 of sidewall 5 on every side on the corner splices.
Feature of the present invention also is all splicings on the corner of described all precast slabs 8.As shown in figure 17, all splicings on the corner of its described precast slab 8.
Feature of the present invention also is on the described precast slab of a slice at least 8 convex configuration 12 is arranged.As shown in figure 18, on its described precast slab 8 convex configuration 12 is arranged.
Feature of the present invention is that also described convex configuration 12 is at least one in reinforcing rib, raised line or the projection.As shown in figure 18, its described convex configuration 12 is a raised line.
Feature of the present invention also is to have on the described precast slab of a slice at least 8 cloudy shape structure 13.As shown in figure 19, cloudy shape structure 13 is arranged on its described precast slab 8.
Feature of the present invention is that also described cloudy shape structure 13 is at least one in groove, hole or the pit.As shown in figure 19, its described cloudy shape structure 13 is a pit.
Feature of the present invention is also that the described precast slab of a slice at least 8 is provided with bracing boom 14, in put more energy into floor 15 or the rope 16 at least one.As shown in figure 20, its described precast slab 8 is provided with the floor 15 of putting more energy into, and is positioned at the cavity of cavity former component.As shown in figure 21, its described precast slab 8 is provided with bracing boom 14 and rope 16, and is positioned at the cavity of cavity former component.
Feature of the present invention is that also the described precast slab of a slice at least 8 is provided with at least one in inner corner trim 17 or chamfering 18 or arc angle 19 or the unfilled corner 20.As shown in figure 22, its described precast slab 8 is provided with inner corner trim 17, chamfering 18, arc angle 19 and unfilled corner 20.
Feature of the present invention also is to have at least on the described precast slab of a slice at least 8 waters overlapping layers 21 behind one deck.As shown in figure 23, water overlapping layers 21 after on the precast slab 8 of its described upper plate 4 one deck being arranged.
Feature of the present invention is that also the described precast slab of a slice at least 8 is the MULTILAYER COMPOSITE layer.As shown in figure 24, the precast slab 8 of its described upper plate 4 is the MULTILAYER COMPOSITE layer.
Feature of the present invention also is in a slice precast slab 8 reinforce 22 is arranged at least, perhaps has reinforce 22 to expose.Reinforce 22 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.As shown in figure 25, in the precast slab 8 of its described upper plate 4 reinforce 22 is arranged, and reinforce 22 exposes, diagram reinforce 22 is a steel mesh reinforcement.
Feature of the present invention is that also described precast slab 8 junctions or the gap location that comes to nothing have connector 9 to expose or reinforce 22 exposes.As shown in figure 26, its described precast slab 8 gap location that comes to nothing has connector 9 to expose.
Feature of the present invention is that also described at least one precast slab 8 is provided with at least one in junction box 23, fire detector 24, airduct 25, spool 26, suspender member 27, carrying part 28, the continuous part 29 of adjacent formwork.As shown in figure 27, its described precast slab 8 is provided with junction box 23, fire detector 24, spool 26, suspender member 27, carrying part 28, and as shown in figure 28, its described precast slab 8 is provided with airduct 25, the continuous part 29 of adjacent formwork.
Feature of the present invention is that also described prefabricated upper plate 4 or prefabricated upper plate 4 thicknesss of slab of overlapping layers are greater than or less than the sheet of sidewall 5 on every side.As shown in figure 29, prefabricated upper plate 4 thicknesss of slab of its described overlapping layers are greater than the sheet of sidewall 5 on every side.
Feature of the present invention is that also the described upper plate of a slice at least 4 is extended with the bridging piece 30 of bridging piece 30 or dew reinforce 22.As shown in figure 30, its described upper plate 4 is extended with bridging piece 30.
Feature of the present invention is that also described at least two formworks are connected as one by bridging piece 30, constitutes the gang mould mould component.As shown in figure 31, its described a plurality of formworks are connected as one by bridging piece 30, 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.Shown in figure 32, its described a plurality of formworks connect as one at interval, constitute the gang mould mould component.
Feature of the present invention also is describedly also to be provided with dark beam 31 or/and bright beam 32 in cast-in-place concrete cored.As shown in Figure 3, it is described also to be provided with dark beam 31 in cast-in-place concrete cored, and as shown in Figure 4, it is described also to be provided with bright beam 32 in cast-in-place concrete cored.
Feature of the present invention also is describedly to contain presstressed reinforcing steel 33 in cast-in-place concrete cored.As shown in figure 33, it describedly contains presstressed reinforcing steel 33 in cast-in-place concrete cored.
Feature of the present invention also is describedly to contain reinforcing bar 34 in cast-in-place concrete cored.As shown in figure 34, it describedly contains reinforcing bar 34 in cast-in-place concrete cored.
During the invention process, press earlier construction requirement mounting bracket or template, lay cavity former component 3, re-lay the reinforcing bar of reinforcing bar or dark beam 31 or bright beam 32, and various steel pipe buried in advance spare, pour concrete after the acceptance(check), after treating the concrete setting and harden, maintenance is to stipulating the length of time that form removal promptly gets cast-in-place concrete cored.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100744578A CN100360752C (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100744578A CN100360752C (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
Related Child Applications (56)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007103074562A Division CN101200949B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CN2008100017967A Division CN101196055B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100013932A Division CN101230692A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CN200710307453A Division CN100593059C (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100013947A Division CN101230693A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2008100014009A Division CN101240629A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CN2008100014066A Division CN101220660B (en) | 2005-06-06 | 2005-06-06 | Cavity formwork member for cast-in-situ concrete hollow slab |
| CNA2008100017948A Division CN101196053A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100046762A Division CN101215909A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA2008100013966A Division CN101240627A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA2008100030054A Division CN101230628A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100030092A Division CN101230637A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2007103074492A Division CN101240591A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2007103074577A Division CN101196026A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA200710307451XA Division CN101196023A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100046809A Division CN101230710A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2008100046599A Division CN101230708A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2007103074435A Division CN101240604A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN2007103074558A Division CN101200952B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100016911A Division CN101230626A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100016875A Division CN101230622A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100046512A Division CN101230701A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2008100030069A Division CN101230629A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2007103074420A Division CN101240587A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2007103074454A Division CN101240606A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN2007103074505A Division CN101200947B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100046724A Division CN101215907A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA2008100030020A Division CN101215868A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100016930A Division CN101311437A (en) | 2005-06-06 | 2005-06-06 | Cast-in-place concrete hollow slab |
| CNA2008100017990A Division CN101240608A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2007103074401A Division CN101240585A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100030139A Division CN101230639A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CN2007103074524A Division CN101200948B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100016894A Division CN101230624A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100046546A Division CN101230704A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2008100030088A Division CN101230631A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CN2007103074543A Division CN101196025B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN200710307444XA Division CN101240605B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2007103074473A Division CN101240589A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2007103074488A Division CN101240590A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100013951A Division CN101230694A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
| CNA2008100017986A Division CN101240607A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN2008100016907A Division CN101230625B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA200810004671XA Division CN101215906A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA200810001800XA Division CN101240592A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100030016A Division CN101215867A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100025910A Division CN101220643A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN2007103074469A Division CN101240588B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA200810001688XA Division CN101230623A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100046758A Division CN101215908A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA2008100046654A Division CN101215901A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab hollow space formwork element |
| CNA2007103074416A Division CN101240586A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CN2008100016926A Division CN101230627B (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
| CNA2008100025906A Division CN101220642A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100016945A Division CN101215866A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
| CNA2008100046584A Division CN101230707A (en) | 2005-06-06 | 2005-06-06 | Cavity formwork component of cast-in-situs concrete hollow slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1877031A true CN1877031A (en) | 2006-12-13 |
| CN100360752C CN100360752C (en) | 2008-01-09 |
Family
ID=37509568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100744578A CN100360752C (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100360752C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845864A (en) * | 2010-05-24 | 2010-09-29 | 李勇 | Assembled box body |
| CN105507472A (en) * | 2015-12-02 | 2016-04-20 | 周梅艳 | Hollow body, hollow floor and manufacturing method of hollow floor |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19602400A1 (en) * | 1996-01-24 | 1997-07-31 | Heinz Wieland | Composite wood and concrete panel |
| AU5077396A (en) * | 1996-04-18 | 1997-10-23 | Robert Cameron Reid | A floor system |
| CN100467805C (en) * | 2003-09-15 | 2009-03-11 | 邱则有 | Hollow cavity mould shell construction unit |
-
2005
- 2005-06-06 CN CNB2005100744578A patent/CN100360752C/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845864A (en) * | 2010-05-24 | 2010-09-29 | 李勇 | Assembled box body |
| CN105507472A (en) * | 2015-12-02 | 2016-04-20 | 周梅艳 | Hollow body, hollow floor and manufacturing method of hollow floor |
| CN105507472B (en) * | 2015-12-02 | 2019-05-31 | 周梅艳 | Cavity body, cassette ceiling and cassette ceiling manufacturing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100360752C (en) | 2008-01-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1827952A (en) | Reinforced concrete stereo bearing structure floorslab | |
| CN1291116C (en) | Component part in cavity die body for filling concrete | |
| CN1834364A (en) | Reinforced concrete roofing with 3-D bearing structure | |
| CN1304705C (en) | Component part in cavity die body for filling concrete | |
| CN1273698C (en) | Hollow reinforced concrete board | |
| CN1769612A (en) | Cast in situ reinforcing steel bar concrete hollow board | |
| CN1208526C (en) | In-situ cast steel reinforced concrete dense rib building floorslab | |
| CN1300426C (en) | Component part in cavity die body for filling concrete | |
| CN1300427C (en) | Component part in cavity die body for filling concrete | |
| CN1884737A (en) | In-situ concrete plate | |
| CN2795349Y (en) | In-site casting concrete filling hollow mould | |
| CN1273702C (en) | Cavity component | |
| CN1696451A (en) | Shuttering structural component in use for casting concrete in site | |
| CN100587194C (en) | Cast-in-situ concrete hollow slab | |
| CN1707047A (en) | Open shuttering member for concrete filling | |
| CN2844306Y (en) | Hollow core body as filler of concrete cast in site | |
| CN1884747A (en) | In-situ concrete plate | |
| CN1635249A (en) | Shuttering member | |
| CN100360752C (en) | Cast-in-situ concrete hollow slab | |
| CN1773050A (en) | Cavity structural member for hollow slab | |
| CN1641161A (en) | Combined reinforced concrete hollow floorslab | |
| CN1789597A (en) | Cast-in-situ reinforced concrete hollow building cover | |
| CN1743611A (en) | Cast-in-situ concrete filled hollow stuffing | |
| CN1834361A (en) | Reinforced concrete roofing with 3-D bearing structure | |
| CN1587595A (en) | Hollow mold for in-site casting concrete filling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C06 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20101117 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 |
|
| 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: 20101117 |
|
| 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 OF FURONG MIDDLE ROAD, CHANGSHA CITY, HU'NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO. 8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU'NAN PROVINCE |
|
| DD01 | Delivery of document by public notice |
Addressee: Liang Jin Document name: Notice of termination |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Liang Jin Document name: Notification of Termination of Procedure |
|
| 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: 20080109 Termination date: 20180606 |