CN101230626A - Cast-in-situs concrete hollow slab - Google Patents
Cast-in-situs concrete hollow slab Download PDFInfo
- Publication number
- CN101230626A CN101230626A CNA2008100016911A CN200810001691A CN101230626A CN 101230626 A CN101230626 A CN 101230626A CN A2008100016911 A CNA2008100016911 A CN A2008100016911A CN 200810001691 A CN200810001691 A CN 200810001691A CN 101230626 A CN101230626 A CN 101230626A
- Authority
- CN
- China
- Prior art keywords
- cast
- perhaps
- precast slab
- place concrete
- concrete cored
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Abstract
The invention relates to a cast-in-situ concrete hollow board which comprises reinforced concrete (1) and cavity module shell components (2) that are wrapped in the reinforced concrete (1), cast-in-situ reinforced concrete ribs (3) are arranged among the cavity module shell components (2), wherein, each cavity module shell component (2) comprises an upper board (4), peripheral side walls (5) and a lower board (6), wherein, each closed cavity module shell component (2) is enclosed by the upper board (4), the peripheral side walls (5) and the lower board (6). The invention is characterized in that the closed cavity module shell components (2) are all formed by the splicing of precast components (7) which are at least two precast slabs (8), the upper surface of the upper board (4) is wrapped in the cast-in-situ hollow board or the lower surface of the lower board (6) is wrapped in the cast-in-situ hollow board or the upper surface of the upper board (4) and the lower surface of the lower board (6) are all wrapped in the cast-in-situ hollow board, the board thickness of the precast upper board (4) or the precast upper board (4) of an overlapping layer is larger or smaller than the slab thickness of the peripheral side walls (5) . Therefore, the invention is suitable for the use of hollow building covers, room covers, wall bodies, foundation base boards and hollow bridges of cast-in-situ reinforced concrete or prestressed reinforced concrete, more particularly for the use of hollow building covers without beams.
Description
The application for the applying date be that June 6, application number in 2005 are 200510074457.8, name is called the dividing an application of application for a patent for invention of " a kind of cast-in-place concrete cored ".
(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 on every side, lower plate, upper plate, sidewall on every side, lower plate surrounds the enclosed cavity shuttering member, it is characterized in that described enclosed cavity shuttering member all is put together by precast segment, precast segment is at least two precast slabs, the upper surface of upper plate wrap up in be contained in cast-in-place concrete cored in or the soffit of lower plate wrap up in be contained in cast-in-place concrete cored in or the soffit of the upper surface of upper plate and lower plate all wrap up in be contained in cast-in-place concrete cored in, the prefabricated upper plate thickness of slab of prefabricated upper plate or overlapping layers is greater than or less than the sheet of sidewall on every side.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 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, 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 is that also described connector is a metalwork.
Feature of the present invention is that also described connector is thin band.
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 or the raised line.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 is that also described convex configuration is a projection.
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 or the hole.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 that also described cloudy shape is configured to pit.
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, and reinforce is reinforcing bar or steel wire.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 reinforce is steel mesh reinforcement or gauze wire cloth.
Feature of the present invention is that also described reinforce is a fiber.
Feature of the present invention is that also described reinforce is fibre bundle, fibrous mesh cloth.
Feature of the present invention is that also described reinforce is a nonwoven.
Feature of the present invention is that also described reinforce is the metal foil band.
Feature of the present invention is that also described reinforce is porose thin band.
Feature of the present invention is that also described reinforce is strap or braid over braid.
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.This bar, 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 on every side, lower plate 6, upper plate 4, sidewall 5 on every side, lower plate 6 surrounds enclosed cavity shuttering member 2, it is characterized in that described enclosed cavity shuttering member 2 all is put together by precast segment 7, precast segment 7 is at least two precast slabs 8, the upper surface of upper plate 4 wrap up in be contained in cast-in-place concrete cored in or the soffit of lower plate 6 wrap up in be contained in cast-in-place concrete cored in or the soffit of the upper surface of upper plate 4 and lower plate 6 all wrap up in be contained in cast-in-place concrete cored in, prefabricated upper plate 4 thicknesss of slab of prefabricated upper plate 4 or overlapping layers are greater than or less than the sheet of sidewall 5 on every side.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.As shown in Figure 3, the upper surface of its described upper plate 4 wrap up in be contained in cast-in-place concrete cored in, as Fig. 2, Fig. 3, shown in Figure 4, the soffit of its described lower plate 6 wrap up in be contained in cast-in-place concrete cored in, as Fig. 1, shown in Figure 33, the soffit of the upper surface of its described upper plate 4 and lower plate 6 all wrap up in be contained in cast-in-place concrete cored in.As shown in figure 29, prefabricated upper plate 4 thicknesss of slab of overlapping layers are greater than the sheet of sidewall 5 on every side.
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, working of plastics, net, hinge, cutting ferrule or the latch of described connector 9.As shown in Figure 7, its described connector 9 is an iron wire.
Feature of the present invention is that also described connector 9 is metalwork.
Feature of the present invention is that also described connector 9 is thin band.
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 or the raised line.As shown in figure 18, its described convex configuration 12 is a raised line.
Feature of the present invention is that also described convex configuration 12 is projection.
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 or the hole.
Feature of the present invention is that also described cloudy shape structure 13 is 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 reinforcing bar or steel wire.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 reinforce 22 is steel mesh reinforcement or gauze wire cloth.
Feature of the present invention is that also described reinforce 22 is fiber.
Feature of the present invention is that also described reinforce 22 is fibre bundle, fibrous mesh cloth.
Feature of the present invention is that also described reinforce 22 is nonwoven.
Feature of the present invention is that also described reinforce 22 is the metal foil band.
Feature of the present invention is that also described reinforce 22 is porose thin band.
Feature of the present invention is that also described reinforce 22 is strap or braid over braid.
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)
- One kind cast-in-place concrete cored, 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) on every side, lower plate (6), upper plate (4), sidewall (5) on every side, lower plate (6) surrounds enclosed cavity shuttering member (2), it is characterized in that described enclosed cavity shuttering member (2) all is put together by precast segment (7), precast segment (7) is at least two precast slabs (8), the upper surface of upper plate (4) wrap up in be contained in cast-in-place concrete cored in or the soffit of lower plate (6) wrap up in be contained in cast-in-place concrete cored in or the soffit of the upper surface of upper plate (4) and lower plate (6) all wrap up in be contained in cast-in-place concrete cored in, prefabricated upper plate (4) or the prefabricated upper plate of overlapping layers (4) thickness of slab are greater than or less than the sheet of sidewall (5) on every side.
- 2. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that having between the described precast slab (8) connector (9) to interconnect.
- 3. according to claim 2 a kind of cast-in-place concrete cored, it is characterized in that described formwork is made of prefabricated upper plate (4), prefabricated sidewall (5) on every side, prefabricated lower plate (6) amalgamation, every precast slab (8) is interconnected by connector (9).
- 4. according to claim 2 a kind of cast-in-place concrete cored, it is characterized in that at least a in iron wire, working of plastics, net, hinge, cutting ferrule or the latch of described connector (9).
- 5. according to claim 2 a kind of cast-in-place concrete cored, it is characterized in that described connector (9) is a metalwork.
- 6. according to claim 2 a kind of cast-in-place concrete cored, it is characterized in that described connector (9) is thin band.
- 7. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that being connected to a little between the described precast slab (8) or the stressed joint of line or face contact; Perhaps be connected between the precast slab (8) and leave the connection of coming to nothing of filling the gap; Perhaps be connected to stressed joint and the combination of coming to nothing and being connected between the precast slab (8); Perhaps the connecting portion between the precast slab (8) has cement (10); Perhaps 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; Perhaps there are fixing or locating structure (11) in the junction of precast slab (8); Sidewall (5) is precast slab (8) formation more than two perhaps; Each face of sidewall (5) is a precast slab (8) perhaps; The precast slab (8) of sidewall (5) on the corner splices perhaps; Perhaps all splicings on the corner of all precast slabs (8).
- 8. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that convex configuration (12) is arranged on the described precast slab of a slice at least (8); Perhaps convex configuration (12) is at least one in reinforcing rib or the raised line; Perhaps convex configuration (12) is a projection; Perhaps on a slice precast slab (8) cloudy shape structure (13) is arranged at least; Perhaps cloudy shape structure (13) is at least one in groove or the hole; Perhaps cloudy shape structure (13) is a pit; Perhaps a slice precast slab (8) is provided with in bracing boom (14), the floor of putting more energy into (15) or the rope (16) at least one at least; Perhaps a slice precast slab (8) is provided with in inner corner trim (17) or chamfering (18) or arc angle (19) or the unfilled corner (20) at least one at least; Perhaps have at least on a slice precast slab (8) at least and water overlapping layers (21) behind one deck; Perhaps a slice precast slab (8) is the MULTILAYER COMPOSITE layer at least.
- 9. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that in a slice precast slab (8) reinforce (22) being arranged at least, perhaps there is reinforce (22) to expose, and is anchored in the steel bar concrete (1), reinforce (22) is reinforcing bar or steel wire; Perhaps reinforce (23) is steel mesh reinforcement or gauze wire cloth; Perhaps reinforce (23) is a fiber; Perhaps reinforce (23) is fibre bundle, fibrous mesh cloth; Perhaps reinforce (23) is a nonwoven; Perhaps reinforce (23) is the metal foil band; Perhaps reinforce (23) is porose thin band; Perhaps reinforce (23) is strap or braid over braid; Perhaps precast slab (8) junction or the gap location that comes to nothing have connector (9) to expose or reinforce (22) exposes, and are anchored in the steel bar concrete (1); Perhaps 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.
- 10. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that 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); Perhaps at least two formworks are connected as one by bridging piece (30), constitute the gang mould mould component; Perhaps at least two formworks connect as one at interval, constitute the gang mould mould component; Also be provided with dark beam (31) in perhaps cast-in-place concrete cored or/and bright beam (32); Contain presstressed reinforcing steel (33) in perhaps cast-in-place concrete cored; Contain reinforcing bar (34) in perhaps cast-in-place concrete cored.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100016911A CN101230626A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100016911A CN101230626A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100744578A Division CN100360752C (en) | 2005-06-06 | 2005-06-06 | Cast-in-situ concrete hollow slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101230626A true CN101230626A (en) | 2008-07-30 |
Family
ID=39897408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100016911A Pending CN101230626A (en) | 2005-06-06 | 2005-06-06 | Cast-in-situs concrete hollow slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101230626A (en) |
-
2005
- 2005-06-06 CN CNA2008100016911A patent/CN101230626A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100360752C (en) | Cast-in-situ concrete hollow slab | |
| CN100593059C (en) | Cast-in-situ concrete hollow slab | |
| CN101230627B (en) | Cast-in-situs concrete hollow slab | |
| CN101230625B (en) | Cast-in-situ concrete hollow slab | |
| CN101196055B (en) | Cast-in-situ concrete hollow slab | |
| CN101200949B (en) | Cast-in-situs concrete hollow slab | |
| CN101200947B (en) | Cast-in-situs concrete hollow slab | |
| CN101200948B (en) | Cast-in-situs concrete hollow slab | |
| CN101200952B (en) | Cast-in-situs concrete hollow slab | |
| CN101196025B (en) | Cast-in-situ concrete hollow slab | |
| CN101240605B (en) | Cast-in-situ concrete hollow slab | |
| CN101230639A (en) | Cast-in-situs concrete hollow slab | |
| CN101230626A (en) | Cast-in-situs concrete hollow slab | |
| CN101230637A (en) | Cast-in-situs concrete hollow slab | |
| CN101230624A (en) | Cast-in-situs concrete hollow slab | |
| CN101230631A (en) | Cast-in-situs concrete hollow slab | |
| CN101230629A (en) | Cast-in-situs concrete hollow slab | |
| CN101230628A (en) | Cast-in-situs concrete hollow slab | |
| CN101230622A (en) | Cast-in-situs concrete hollow slab | |
| CN101215866A (en) | Cast-in-situ concrete hollow slab | |
| CN101215868A (en) | Cast-in-situ concrete hollow slab | |
| CN101215867A (en) | Cast-in-situ concrete hollow slab | |
| CN101311437A (en) | Cast-in-place concrete hollow slab | |
| CN101230623A (en) | Cast-in-situs concrete hollow slab | |
| CN101240608A (en) | Cast-in-situ concrete hollow slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: HU NAN QIU ZEYOU PATENT STRATEGIC PLANNING CO., LT Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101029 |
|
| 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 INDUSTRY BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU NAN PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20101109 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Applicant after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor Applicant before: Qiu Zeyou |
|
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20080730 |