CN1995604B - Cavity shuttering component for filling concrete - Google Patents
Cavity shuttering component for filling concrete Download PDFInfo
- Publication number
- CN1995604B CN1995604B CN2007100071242A CN200710007124A CN1995604B CN 1995604 B CN1995604 B CN 1995604B CN 2007100071242 A CN2007100071242 A CN 2007100071242A CN 200710007124 A CN200710007124 A CN 200710007124A CN 1995604 B CN1995604 B CN 1995604B
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- China
- Prior art keywords
- precast slab
- concrete filling
- cavity form
- form component
- filling according
- Prior art date
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- Expired - Fee Related
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- 239000004567 concrete Substances 0.000 title claims abstract description 64
- 238000009416 shuttering Methods 0.000 title abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 238000009415 formwork Methods 0.000 claims description 93
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 238000005267 amalgamation Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000011888 foil Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- -1 nonwoven Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 abstract description 10
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 230000002093 peripheral effect Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 12
- 238000004519 manufacturing process Methods 0.000 description 12
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 238000005755 formation reaction Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000008034 disappearance Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
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Abstract
Disclosed is a hollow concrete shuttering member for concrete filling, which comprises an upper board (1), and peripheral side panels (2), wherein the upper board (1), the peripheral side panels (2) enclose open hollow shuttering members, the upper board (1) is a separate prefabricated panel (3), characterized in that all of the hollow shuttering members are pasted from prefabricated panels (3), the upper board (1) is provided with a reinforcement rib. The invention can be applied to cast-in-situ reinforced concrete or prestressed reinforcement concrete's hollow storied-building roofings, house roofings, walls, foundation bedplates and hollow bridges, especially for hollow flat slabs.
Description
The application for the applying date be that December 9, application number in 2003 are 200310121941.2, name is called the dividing an application of application for a patent for invention of " a kind of cavity form component for concrete filling ".
(1) technical field
The present invention relates to a kind of cavity form component for concrete filling.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (hollow, solid).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.The patent No. is ZL00203695.9's " combination concrete hidden rib floor structure " utility model patent, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is horizontal positioned at interval, on prefabricated plate, be fixed with formwork, formwork comprises upper plate and side plate on every side, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connect as one with dark rib, this kind floor structure no longer needs to use in a large number template, accelerate speed of application, shortened the duration, thereby reduced cost.But when the shuttering member in this floor structure is produced, make inconvenience, production efficiency is low, is not easy to streamline production, corresponding cost height, thereby, develop a kind of novel cavity form component for concrete filling for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of cavity form component for concrete filling, have the characteristics such as easy, that production efficiency is high, cost is low of making.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, upper plate, sidewall surrounds the open cavity formwork on every side, precast segment is at least two precast slabs, upper plate is an independently precast slab, it is characterized in that described hollow mould shell all is put together by precast segment, on the sidewall convex configuration is arranged on every side, there is connector to interconnect between the precast slab, there are fixing or locating structure in the junction of precast slab, described be one independently the upper plate thickness of slab of precast slab be greater than or less than the sheet of sidewall on every side, have at least on a slice precast slab at least and water overlapping layers behind one deck.Like this, because hollow mould shell all is put together by precast segment, each precast segment can be made in advance, thereby the making of cavity former component is easy, cost is low; Simultaneously, cavity former component also can be put together by each precast segment at the construction field (site), constructs, carries more convenient; In addition, characteristics such as that cavity former component also has is simple in structure, resistance to deformation, the anti-vibration performance is good, speed of application is fast, thereby reached purpose of the present invention, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention also is have connector to interconnect between the described precast slab.Like this, it is very convenient, simple that cavity former component is manufactured, and connects because of connector is arranged between the precast slab, in transportation, deposit in the process and can supportingly in bundle, can not cause because of disappearance and cause the infull situation of cavity former component.
Feature of the present invention is that also described formwork is made of prefabricated upper plate, prefabricated sidewall amalgamation on every side, and every precast slab is interconnected by connector.Like this, prefabricated upper plate, prefabricated around sidewall be interconnected to form cavity former component by connector, have that production technology is simple, speed of production is fast, efficient is high, can realize that mechanization produces in enormous quantities, thereby reduced the cost of production of cavity former component effectively, made it easier and apply.
Feature of the present invention is that also connector is at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch.Also can adopt the connector of other form, as weldment, connecting bolt etc.Like this, unit in charge of construction is convenient in the variation of connector and designing unit selects for use.
Feature of the present invention also is to be connected to a little between the described precast slab or the stressed joint of line or face contact.Like this, the cavity former component good seal performance that adopts above-mentioned mating face to engage, in application process, the concrete slurry is difficult for infiltrating in the cavity former component, can not cause the seepage of cement slurry and causes the pouring quality of floor to descend.
Feature of the present invention also is to be connected between the described precast slab connection of coming to nothing that leaves the filling gap.Like this, adopt between the precast slab and leave the connected mode of coming to nothing of filling the gap, can insert binding material at the position of coming to nothing fixes the precast slab adhesive seal, thereby make all precast slabs after the bonding of binding material is solidified, become integral body, increased substantially the globality and the sealing performance of cavity former component.
Feature of the present invention also is to be connected between the described precast slab stressed joint and the combination of coming to nothing and being connected.Like this, cavity former component is connected the mode that combines by the precast slab stressed joint with coming to nothing, and its stressed joint can be to positioning between each precast slab, and the position of coming to nothing then can be inserted binding material and be adhesively fixed.
Feature of the present invention is that also the connecting portion between the described precast slab has cement.Like this, the cement of the connecting portion setting between the precast slab connects overall performance and the sealing performance of having improved cavity former component, and it is more solid and reliable that cement connects cavity former component, greatly reduces its breakage rate.
Feature of the present invention is that also described precast slab is upper plate, at least a in the sidewall on every side.Like this, cavity former component by prefabricated upper plate, sidewall combines and is spliced on every side, has advantages such as firm and reliable connection, convenient transportation, and manufacture easily.
Feature of the present invention is that also there are fixing or locating structure in the junction of described precast slab.Like this, the junction of precast slab or cast-in-place plate is provided with fixing or locating structure, has reduced the difficulty of the location that is engaged with each other significantly, and making is engaged with each other more accurately makes things convenient for.
Feature of the present invention is that also described sidewall on every side is the precast slab formation more than two.Like this, sidewall is that polylith is made around the cavity former component, has simplified production technology, has reduced manufacture difficulty, has saved cost of production.
Feature of the present invention is that also described each face of sidewall on every side is a precast slab.Like this, each face of sidewall is a precast slab around the cavity former component, helps realizing that mechanization produces in enormous quantities, and simultaneously, the transportation plate can reduce and takies transport space, has reduced cost of transportation.
Feature of the present invention is that also the described precast slab of sidewall on every side on the corner splices.Like this, the precast slab of sidewall on the corner splices around the cavity former component, and accurate positioning is easy to connect, simple, thereby has improved the quality of cavity former component.
Feature of the present invention also is all splicings on the corner of described all precast slabs.Like this, all precast slabs of cavity former component are splicing on the corner all, and accurate positioning is easy to connect, simple, thereby has improved the quality of cavity former component.
Feature of the present invention also is on a slice precast slab convex configuration is arranged at least.Like this, precast slab is provided with convex configuration, when making cavity former component in being applied to cast-in-situ concrete hollow floor, convex configuration can be emptied the concrete that does not stress in the superstructure, further reduce the consumption of concrete, reduced dead load, increased substantially the supporting capacity of superstructure.
Feature of the present invention is that also described convex configuration is at least one in reinforcing rib, raised line or the projection.Like this, convex configuration is reinforcing rib, raised line or projection, has strengthened the cavity former component integral intensity greatly, makes its anti-pressure ability stronger.
Feature of the present invention also is on a slice precast slab cloudy shape structure is arranged at least.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, concrete poured in the cloudy shape structure, and the corresponding Cast-in-place concrete stiffener that formed has improved the intensity of the inner force structure of superstructure greatly.
Feature of the present invention is that also described cloudy shape is configured at least one in groove, hole or the pit.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete pours in groove, hole or the pit on the cavity former component, corresponding cast-in-place reinforcing rib, bracing boom or the piece of putting more energy into of having formed in Cast-in-place Concrete Building Floor, improved the supporting capacity of superstructure greatly, made its structure firmer.
Feature of the present invention is also that a slice precast slab is provided with bracing boom at least, in put more energy into floor or the rope at least one.Like this, after shuttering member was applied in the cast-in-situ concrete hollow floor, the bracing boom that is provided with in the shuttering member or put more energy into floor or rope can form composite construction with Cast-in-place concrete, have optimized the inner stress system of cast-in-situ concrete hollow floor.
Feature of the present invention is that also a slice precast slab at least is provided with at least one in inner corner trim or chamfering or arc angle or the unfilled corner.Like this, after shuttering member was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in inner corner trim or chamfering or arc angle or the unfilled corner, and the corresponding Cast-in-place concrete that forms the part adds competent structure; Further alleviate the weight of superstructure self, saved the consumption of concrete, reduced the cost of superstructure, also improved the performance of superstructure simultaneously.
Feature of the present invention also is at least to have at least on a slice precast slab waters overlapping layers behind one deck.Like this, water overlapping layers after being provided with in the cavity former component, strengthened the intensity of cavity former component itself greatly, its shock resistance damage capability is greatly strengthened, survivable, reduced the breakage rate of shuttering member significantly, reduced cost.
Feature of the present invention is that also a slice precast slab is the MULTILAYER COMPOSITE layer at least.Like this, the precast slab that is provided with in the cavity former component is the MULTILAYER COMPOSITE layer, has strengthened the intensity of cavity former component itself greatly, and its shock resistance damage capability is greatly strengthened, and is survivable, reduced the breakage rate of shuttering member significantly, reduced cost.
Feature of the present invention also is in a slice precast slab reinforce is arranged at least.
Feature of the present invention has been that also reinforce exposes precast slab.
Feature of the present invention is that also reinforce is at least a in reinforcing bar, steel wire, fiber, nonwoven, metal foil band, porose thin band, strap or 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 reinforce is a steel mesh reinforcement.
Feature of the present invention is that also reinforce is a gauze wire cloth.
Feature of the present invention is that also reinforce is fibre bundle or fibrous mesh cloth.
Feature of the present invention is that also the described precast slab junction or the gap location that comes to nothing have connector to expose or reinforce exposes.Like this, when cavity former component is applied in the cast-in-situ concrete hollow floor, intensity and toughness that connector that exposes or reinforce combine with Cast-in-place concrete and improved superstructure greatly, make its shock resistance and supporting capacity obtain significantly improving, be difficult for being damaged, improved the combination property of superstructure.
Feature of the present invention is that also at least one precast slab is provided with at least one in junction box, fire detector, airduct, spool, suspender member, carrying part, the adjacent formwork connector.Like this, help unit in charge of construction's construction, be convenient to selecting for use of production unit and designing unit.
Feature of the present invention also is describedly to be greater than or less than the sheet of sidewall on every side for the upper plate of precast slab or the thickness of slab for the upper plate of precast slab that is provided with overlapping layers.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, the prefabricated upper plate thickness of slab of prefabricated upper plate or overlapping layers can make cavity former component can fully satisfy the working load requirement in application process greater than the sheet of sidewall on every side.The prefabricated upper plate thickness of slab of prefabricated upper plate or overlapping layers then can reduce the weight of cavity former component during less than the sheet of sidewall on every side significantly, makes it lighter.
Feature of the present invention is that also a slice upper plate at least is extended with bridging piece or reveals the bridging piece of reinforce.Like this, when cavity former component was applied in the cast-in-situ concrete hollow floor, the alternative construction formwork of the bridging piece that stretches out had reduced the construction material cost significantly.
Feature of the present invention is that also at least two formworks are connected as one by bridging piece, constitutes the gang mould mould component.Like this, a plurality of formworks connect into the gang mould mould component by toss, and then the efficiency of construction of cavity former component is higher, and construction cost is lower.
Feature of the present invention is that also at least two formworks connect as one at interval, constitutes the gang mould mould component.Connector between formwork and the formwork can be the support idler arm.Like this, the construction of shuttering member is laid more convenient, can improve the efficiency of construction and the speed of application of superstructure greatly.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for precast slab, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described hollow mould shell all is put together by precast segment, precast segment is five precast slabs 3.
Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is provided with connector 4 between its described precast slab 3 and interconnects, and diagram connector 4 is an embedded iron parts.
Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is interconnected by connector 4.
Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to the stressed joint of line contact between its described precast slab 3.
Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected between its described precast slab 3 to leave the connection of coming to nothing of filling the gap.
Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to stressed joint and the combination of coming to nothing and being connected between its described precast slab 3.
Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, the connecting portion between its described precast slab 3 is provided with cement 5.
Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is upper plate 1, sidewall 2 on every side.
Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, the junction of its described precast slab 3 has fixing or locating structure 6.
Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, sidewall 2 was that two precast slabs 3 constitute around it was described.
Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, each face of sidewall 2 was an independent precast slab 3 around it was described.
Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, precast slab 3 of sidewall 2 on the corner spliced around it was described.
Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described all precast slabs 3 all on the corner the splicing.
Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 around it is described in sidewall 2.
Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on its described precast slab 3.
Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is provided with the floor 10 of putting more energy into.
Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with bracing boom 9 and rope 11 simultaneously on its described precast slab 3.
Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with inner corner trim 12, chamfering 13, arc angle 14 and unfilled corner 15 simultaneously on its described precast slab 3.
Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, water overlapping layers 16 after its described precast slab 3 is provided with.
Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is the MULTILAYER COMPOSITE layer.
Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in its described precast slab 3, have reinforce 17 to expose simultaneously.Diagram reinforce 17 is the reinforcing bar that intersects in length and breadth.
Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in the precast slab 3, the gap location that comes to nothing of its described precast slab 3 has reinforce 17 to expose.
Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with junction box 18, fire detector 19, spool 21, suspender member 22 and carrying part 23 on its described precast slab 3 simultaneously.
Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with airduct 20 and adjacent formwork connector 24 on its described precast slab 3 simultaneously.
Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, prefabricated upper plate 1 thickness of slab of its described overlapping layers is greater than the sheet of sidewall 2 on every side.
Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described upper plate 1 is protruding bridging piece 25.
Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, upper plate 1 is protruding bridging piece 25, its described a plurality of formworks are connected as one by bridging piece 25, constitute the gang mould mould component.
Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described a plurality of formworks connect as one at interval, constitute the gang mould mould component, the connector 24 between formwork and the formwork is the support idler arm.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise upper plate 1, sidewall 2 on every side, upper plate 1, sidewall 2 surrounds the open cavity formwork on every side, precast segment is at least two precast slabs 3, upper plate 1 is an independently precast slab 3, it is characterized in that described hollow mould shell all is put together by precast segment, on the sidewall 2 convex configuration 7 is arranged on every side, there is connector 4 to interconnect between the precast slab 3, there are fixing or locating structure 6 in the junction of precast slab 3, described be one independently the thickness of slab of the upper plate 1 of precast slab 3 be greater than or less than the sheet of sidewall 2 on every side, have on a slice precast slab 3 at least at least and water overlapping layers 16 behind one deck.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for precast slab, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described hollow mould shell all is put together by precast segment, precast segment is five precast slabs 3.As shown in figure 14, also be provided with convex configuration 7 on the precast slab 3 in the sidewall 2 on every side.
The present invention is that also described upper plate precast slab 3 has connector 4 to be connected with sidewall precast slab 3 on every side.As Fig. 2, Fig. 3, Fig. 5, shown in Figure 7, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, be provided with connector 4 between its described precast slab 3 and interconnect, the diagram connector 4 be embedded iron parts.
The present invention is that also described formwork is made of prefabricated upper plate 1, prefabricated sidewall 2 amalgamations on every side, and every precast slab 3 is interconnected by connector 4.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is interconnected by connector 4.
The present invention also is at least a in iron wire, metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch of connector 4.As shown in Figure 3, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, precast slab 3 is interconnected by connector 4, its described connector 4 is an iron wire.
The present invention also is to be connected to a little between the described precast slab 3 or the stressed joint of line or face contact.Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to the stressed joint of line contact between its described precast slab 3.
The present invention also is to be connected between the described precast slab 3 connection of coming to nothing that leaves the filling gap.Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected between its described precast slab 3 to leave the connection of coming to nothing of filling the gap.
The present invention also is to be connected between the described precast slab 3 stressed joint and the combination of coming to nothing and being connected.Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, is connected to stressed joint and the combination of coming to nothing and being connected between its described precast slab 3.
The present invention is that also the connecting portion between the described precast slab 3 has cement 5.Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, the connecting portion between its described precast slab 3 is provided with cement 5.
The present invention is that also described precast slab 3 is upper plate 1, at least a in the sidewall 2 on every side.Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, hollow mould shell all is put together by precast slab 3, its described precast slab 3 is upper plate 1, sidewall 2 on every side.
The present invention is that also there are fixing or locating structure 6 in the junction of described precast slab 3.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, the junction of its described precast slab 3 has fixing or locating structure 6.
The present invention is that also described sidewall 2 on every side is precast slab 3 formations more than two.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, sidewall 2 was that two precast slabs 3 constitute around it was described.
The present invention is that also described each face of sidewall 2 on every side is a precast slab 3.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, each face of sidewall 2 was an independent precast slab 3 around it was described.
The present invention is that also the described precast slab 3 of sidewall 2 on every side on the corner splices.Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, precast slab 3 of sidewall 2 on the corner spliced around it was described.
The present invention also is all splicings on the corner of described all precast slabs 3.Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described all precast slabs 3 all on the corner the splicing.
The present invention also is on a slice precast slab 3 convex configuration 7 is arranged at least.Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 around it is described in sidewall 2.
The present invention is that also described convex configuration 7 is at least one in reinforcing rib, raised line or the projection.As shown in figure 14, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with convex configuration 7 on the precast slab 3 in the sidewall 2 on every side, its described convex configuration 7 is a reinforcing rib.
The present invention also is on a slice precast slab 3 cloudy shape structure 8 is arranged at least.Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on its described precast slab 3.
The present invention is that also described cloudy shape structure 8 is at least one in groove, hole or the pit.As shown in figure 15, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with cloudy shape structure 8 on the precast slab 3, its described cloudy shape structure 8 is a pit.
The present invention is also that a slice precast slab 3 is provided with bracing boom 9 at least, in put more energy into floor 10 or the rope 11 at least one.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is provided with the floor 10 of putting more energy into.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with bracing boom 9 and rope 11 simultaneously on its described precast slab 3.
The present invention is that also a slice precast slab 3 at least is provided with at least one in inner corner trim 12 or chamfering 13 or arc angle 14 or the unfilled corner 15.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with inner corner trim 12, chamfering 13, arc angle 14 and unfilled corner 15 simultaneously on its described precast slab 3.
The present invention also is at least to have at least on a slice precast slab 3 and waters overlapping layers 16 behind one deck.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, water overlapping layers 16 after its described precast slab 3 is provided with.
The present invention is that also a slice precast slab 3 is the MULTILAYER COMPOSITE layer at least.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described precast slab 3 is the MULTILAYER COMPOSITE layer.
The present invention also is in a slice precast slab 3 reinforce 17 is arranged at least.Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in its described precast slab 3.
The present invention has been that also reinforce 17 exposes precast slab 3.As shown in figure 21, there is reinforce 17 to expose.
The present invention also is at least a in reinforcing bar, steel wire, fiber, nonwoven, metal foil band, porose thin band, strap or the braid over braid etc. of reinforce 17.As shown in figure 21, reinforce 17 is the reinforcing bar that intersects in length and breadth.
The present invention is that also reinforce 17 is steel mesh reinforcement.
The present invention is that also reinforce 17 is gauze wire cloth.
The present invention is that also reinforce 17 is fibre bundle or fibrous mesh cloth.
The present invention is that also described precast slab 3 junctions or the gap location that comes to nothing have connector 4 to expose or reinforce 17 exposes.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with reinforce 17 in the precast slab 3, the gap location that comes to nothing of its described precast slab 3 has reinforce 17 to expose.
The present invention is that also at least one precast slab 3 is provided with at least one in junction box 18, fire detector 19, airduct 20, spool 21, suspender member 22, carrying part 23, the adjacent formwork connector 24.Figure 23 is the structural representation of the embodiment of the invention 23, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with junction box 18, fire detector 19, spool 21, suspender member 22 and carrying part 23 on its described precast slab 3 simultaneously.Figure 24 is the structural representation of the embodiment of the invention 24, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, also be provided with airduct 20 and adjacent formwork connector 24 on its described precast slab 3 simultaneously.
The present invention also is describedly to be greater than or less than the sheet of sidewall 2 on every side for the upper plate 1 of precast slab or the thickness of slab for the upper plate 1 of precast slab 3 that is provided with overlapping layers 16.Figure 25 is the structural representation of the embodiment of the invention 25, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, prefabricated upper plate 1 thickness of slab of its described overlapping layers is greater than the sheet of sidewall 2 on every side.
The present invention is that also a slice upper plate 1 Shen at least goes out to have bridging piece 25 or reveals the bridging piece 25 of reinforce 17.Figure 26 is the structural representation of the embodiment of the invention 26, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described upper plate 1 is protruding bridging piece 25.
The present invention is that also at least two formworks are connected as one by bridging piece 25, constitutes the gang mould mould component.Figure 27 is the structural representation of the embodiment of the invention 27, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, upper plate 1 is protruding bridging piece 25, its described a plurality of formworks are connected as one by bridging piece 25, constitute the gang mould mould component.
The present invention is that also at least two formworks connect as one at interval, constitutes the gang mould mould component.Figure 28 is the structural representation of the embodiment of the invention 28, upper plate 1 and on every side sidewall 2 surround the open cavity formwork, its described a plurality of formworks connect as one at interval, constitute the gang mould mould component, the connector 24 between formwork and the formwork is the support idler arm.
During the invention process, earlier make the upper plate 1 of cavity former component, sidewall 2 on every side respectively, treat that its maintenance to regulation after the length of time, removes the precast slab 3 that mould can obtain making shuttering member by model and specification, then each precast slab 3 is pieced together one, can obtain cavity former component.
Claims (31)
1. cavity form component for concrete filling, comprise upper plate (1), sidewall (2) on every side, upper plate (1), sidewall (2) surrounds the open cavity formwork on every side, precast segment is at least two precast slabs (3), upper plate (1) is an independently precast slab (3), it is characterized in that described hollow mould shell all is put together by precast segment, on the sidewall (2) convex configuration (7) is arranged on every side, there is connector (4) to interconnect between the precast slab (3), there are fixing or locating structure (6) in the junction of precast slab (3), described be one independently the thickness of slab of the upper plate (1) of precast slab (3) be greater than or less than the sheet of sidewall (2) on every side, have on a slice precast slab (3) at least at least and water overlapping layers (16) behind one deck.
2. a kind of cavity form component for concrete filling according to claim 1 is characterized in that formwork is made of prefabricated upper plate (1), prefabricated sidewall (2) amalgamation on every side, and every precast slab (3) is interconnected by connector (4).
3. a kind of cavity form component for concrete filling according to claim 1 is characterized in that at least a in metalwork, thin band, working of plastics, net, hinge, cutting ferrule, the latch of described connector (4).
4. a kind of cavity form component for concrete filling according to claim 1 is characterized in that described connector (4) is an iron wire.
5. a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected between the described precast slab (3) connection of coming to nothing that leaves the filling gap.
6. a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected between the described precast slab (3) stressed joint and the combination of coming to nothing and being connected.
7. a kind of cavity form component for concrete filling according to claim 1 is characterized in that being connected to a little between the described precast slab (3) or the stressed joint of line or face contact.
8. a kind of cavity form component for concrete filling according to claim 1 is characterized in that described precast slab (3) is upper plate (1), at least a in the sidewall (2) on every side.
9. a kind of cavity form component for concrete filling according to claim 1 is characterized in that the connecting portion between the described precast slab (3) has cement (5).
10. a kind of cavity form component for concrete filling according to claim 1 is characterized in that described sidewall (2) on every side is precast slab (3) formation more than two.
11. a kind of cavity form component for concrete filling according to claim 10 is characterized in that the described precast slab (3) of sidewall (2) on every side on the corner splices.
12. a kind of cavity form component for concrete filling according to claim 1 is characterized in that described each face of sidewall (2) on every side is an independent precast slab (3).
13. a kind of cavity form component for concrete filling according to claim 1 is characterized in that all splicings on the corner of all precast slabs (3).
14. a kind of cavity form component for concrete filling according to claim 1 is characterized in that described convex configuration (7) is at least one in reinforcing rib, raised line or the projection.
15. a kind of cavity form component for concrete filling according to claim 1 is characterized in that on a slice precast slab (3) cloudy shape structure (8) being arranged at least.
16. a kind of cavity form component for concrete filling according to claim 15 is characterized in that described cloudy shape structure (8) is at least one in groove, hole or the pit.
17. a kind of cavity form component for concrete filling according to claim 1 is characterized in that a slice precast slab (3) at least is provided with at least one in bracing boom (9), the floor of putting more energy into (10) or the rope (11).
18. a kind of cavity form component for concrete filling according to claim 1 is characterized in that a slice precast slab (3) at least is provided with at least one in inner corner trim (12) or chamfering (13) or arc angle (14) or the unfilled corner (15).
19. a kind of cavity form component for concrete filling according to claim 1 is characterized in that a slice precast slab (3) is the MULTILAYER COMPOSITE layer at least.
20. a kind of cavity form component for concrete filling according to claim 1 is characterized in that in a slice precast slab (3) reinforce (17) being arranged at least.
21. a kind of cavity form component for concrete filling according to claim 20 is characterized in that reinforce (17) exposes precast slab (3).
22. a kind of cavity form component for concrete filling according to claim 20 is characterized in that at least a in reinforcing bar, steel wire, fiber, nonwoven, metal foil band, porose thin band, strap or the braid over braid of reinforce (17).
23. a kind of cavity form component for concrete filling according to claim 20 is characterized in that reinforce (17) is a steel mesh reinforcement.
24. a kind of cavity form component for concrete filling according to claim 20 is characterized in that reinforce (17) is a gauze wire cloth.
25. a kind of cavity form component for concrete filling according to claim 20 is characterized in that reinforce (17) is fibre bundle or fibrous mesh cloth.
26. a kind of cavity form component for concrete filling according to claim 20 is characterized in that described precast slab (3) junction or the gap location that comes to nothing have connector (4) to expose or reinforce (17) exposes.
27. a kind of cavity form component for concrete filling according to claim 1 is characterized in that at least one precast slab (3) is provided with at least one in junction box (18), fire detector (19), airduct (20), spool (21), suspender member (22), carrying part (23), the adjacent formwork connector (24).
28. a kind of cavity form component for concrete filling according to claim 1 is characterized in that a slice upper plate (1) is extended with bridging piece (25) at least.
29. a kind of cavity form component for concrete filling according to claim 28 is characterized in that described bridging piece (25) reveals reinforce (17).
30. according to claim 28 or 29 described a kind of cavity form component for concrete filling, it is characterized in that at least two formworks are connected as one by bridging piece (25), constitute the gang mould mould component.
31. a kind of cavity form component for concrete filling according to claim 1 is characterized in that at least two formworks connect as one at interval, constitutes the gang mould mould component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100071242A CN1995604B (en) | 2003-12-09 | 2003-12-09 | Cavity shuttering component for filling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100071242A CN1995604B (en) | 2003-12-09 | 2003-12-09 | Cavity shuttering component for filling concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200310121941 Division CN1291116C (en) | 2003-12-09 | 2003-12-09 | Component part in cavity die body for filling concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1995604A CN1995604A (en) | 2007-07-11 |
| CN1995604B true CN1995604B (en) | 2010-12-15 |
Family
ID=38250787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007100071242A Expired - Fee Related CN1995604B (en) | 2003-12-09 | 2003-12-09 | Cavity shuttering component for filling concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1995604B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1095204A (en) * | 1913-05-19 | 1914-05-05 | John F. Golding | Concrete floor and ceiling. |
| EP0494061B1 (en) * | 1991-01-03 | 1996-06-12 | José Antonio Sainz de la Maza del Castillo | A method and elements for assembling a non-recoverable formwork |
| EP0938969A1 (en) * | 1997-08-21 | 1999-09-01 | Toray Industries, Inc. | Light metal/cfrp structural member |
| CN1401870A (en) * | 2002-10-05 | 2003-03-12 | 邱则有 | Hollow form member of cast-in-place concrete |
| CN1401868A (en) * | 2002-10-05 | 2003-03-12 | 邱则有 | Thin-wall form for filling concrete |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
| EP1325991A1 (en) * | 2002-01-08 | 2003-07-09 | Dycore B.V. | Method for manufacturing a floor of concrete and shuttering slab for use therein |
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN2585912Y (en) * | 2002-09-28 | 2003-11-12 | 邱则有 | Prefabricated hollow member for space structural roofing |
-
2003
- 2003-12-09 CN CN2007100071242A patent/CN1995604B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1095204A (en) * | 1913-05-19 | 1914-05-05 | John F. Golding | Concrete floor and ceiling. |
| EP0494061B1 (en) * | 1991-01-03 | 1996-06-12 | José Antonio Sainz de la Maza del Castillo | A method and elements for assembling a non-recoverable formwork |
| EP0938969A1 (en) * | 1997-08-21 | 1999-09-01 | Toray Industries, Inc. | Light metal/cfrp structural member |
| EP1325991A1 (en) * | 2002-01-08 | 2003-07-09 | Dycore B.V. | Method for manufacturing a floor of concrete and shuttering slab for use therein |
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN2585912Y (en) * | 2002-09-28 | 2003-11-12 | 邱则有 | Prefabricated hollow member for space structural roofing |
| CN1401870A (en) * | 2002-10-05 | 2003-03-12 | 邱则有 | Hollow form member of cast-in-place concrete |
| CN1401868A (en) * | 2002-10-05 | 2003-03-12 | 邱则有 | Thin-wall form for filling concrete |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1995604A (en) | 2007-07-11 |
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