CN100593613C - Cast-in-situ concrete hollow board - Google Patents
Cast-in-situ concrete hollow board Download PDFInfo
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- CN100593613C CN100593613C CN200610059957A CN200610059957A CN100593613C CN 100593613 C CN100593613 C CN 100593613C CN 200610059957 A CN200610059957 A CN 200610059957A CN 200610059957 A CN200610059957 A CN 200610059957A CN 100593613 C CN100593613 C CN 100593613C
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- formwork
- place concrete
- concrete cored
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Abstract
The invention is a cast-in-site concrete hollow slab, comprising reinforced concrete, and box-like forms, where the box-like forms are wrapped in the reinforced concrete, top casing, peripheral side casing and bottom casing compose a box-like form, and cast-in-site reinforced concrete ribs are formed between the box-like forms, and it is characterized in that: at least one of the top casing, peripheral side casing and bottom casing is a whole stacked and cemented by wet body casing and prefabricated body support component, and the prefabricated body support component supports the wet body casing for shaping. Thus, it has features of simple structure, high intensity, large rigidity, excellent deformation and vibration resistances, high construction speed, etc, and it is applied to cast-in-site reinforced concrete or prestressed reinforced concrete hollow building covers, roofs, wall bodies, foundation soleplates and bridges, especially hollow, beam-free building covers.
Description
(1) technical field
The present invention relates to a kind of cast-in-place concrete cored.
(2) background technology
At present, cast-in-situ concrete hollow floor is to use wider floor structural form, and the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99249798.1, name are called " filling reinforced concrete fiber reinforcement type thin-wall member " utility model patent as the applicant in the patent No. of application on November 29th, 1999, it discloses a kind of thin-wall mould-shell member, comprise upper plate, on every side sidewall, go to the bottom, upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity.And for example the patent No. is that ZL00203695.9, name are called " combination concrete hidden rib floor structure " utility model patent, a kind of shuttering member is disclosed in its manual, it can be solid, also can be hollow, its profile can be made shapes such as rectangle, circle, polygon according to designing requirement, and inconvenient but this building unit is made when producing, production efficiency is low, be not easy to streamline production, corresponding cost height.Therefore, 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 box-like formwork that is provided with in cast-in-place concrete cored have make easily, production efficiency is high, cost low and characteristics such as not fragile when bearing destruction power.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, box-like formwork, box-like formwork is wrapped up in and is contained in the steel bar concrete, upper casing, ambient side shell, lower casing three surround box-like formwork, the cast-in-situ reinforced concrete rib that box-like formwork forms for steel bar concrete each other, at least one face-piece body that it is characterized in that described upper casing, ambient side shell, lower casing is that wet blank shell becomes whole, prefabricated embryo supporting component to support the wet blank shell setting with the superimposed gluing of prefabricated embryo supporting component.Like this, because upper casing, the ambient side shell, at least one face-piece body of lower casing is that wet blank shell becomes whole with the superimposed gluing of prefabricated embryo supporting component, prefabricated embryo supporting component supports the wet blank shell setting, thereby can be on the mould of spreading out, the idiosome slip of outer wall paves, then mould is surrounded each other, the idiosome limit is glued each other, form the basin-shaped component of opening, then prefabricated embryo supporting component is placed on the opening part of the basin-shaped component of opening, with wet stock slurry of one side and the prefabricated superimposed gluing of embryo supporting component, and the opening of sealing basin-shaped component forms integral body, after treating the sclerosis of slip idiosome, demoulding maintenance is to stipulating the length of time, get final product described box-like formwork, the making of its box-like formwork is simple, the production efficiency height, good integrity, cost is low, but and one-shot forming, thereby reached purpose of the present invention; In addition, this cast-in-place concrete cored simple in structure, the characteristics such as intensity is high, rigidity is big, resistance to deformation, the anti-vibration performance is good, speed of application is fast that also have, the hollow building cover, roof system, body of wall, sole plate and the bridge that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete use, and are particularly useful for hollow arch without beam and use.
Feature of the present invention is that also described prefabricated embryo supporting component is vertical bar, curved line or shapes such as cross, groined type.Like this, the variation of embryo supporting component form greatly facilitates the production at box-like formwork, helps improving the speed of production and the quality of production of box-like formwork.
Feature of the present invention also is to be provided with in the described prefabricated embryo supporting component reinforcing bar or thin band.Like this, reinforce or net are set in the reinforcing rib after, improved the strength and stiffness of reinforcing rib greatly, the simultaneously also corresponding compressive strength of box-like formwork and the ability that shock resistance destroys of having improved.
Feature of the present invention also is to contain reinforce in described upper casing, ambient side shell, lower casing, the prefabricated embryo supporting component, perhaps the reinforce of at least one shell wall is anchored in the adjacent wet blank shell, and the reinforce in the perhaps prefabricated embryo supporting component is anchored in the adjacent wet blank shell.Like this,,, improved the bonding strength between each wall of box-like formwork, made its junction survivable, improved the overall performance of box-like formwork perhaps by the connection of reinforce by the reinforcement of reinforce.
Feature of the present invention is that also described prefabricated embryo supporting component is extended with hook member, and hook member is passed wet blank shell.Like this, improve the anchoring strength of hook member greatly, difficult down in working order the coming off with box-like formwork of hook member separated, reduced the loss of box-like formwork and the accident that hook member comes off and causes.
Feature of the present invention also is to have between at least one face-piece body of described upper casing, ambient side shell, lower casing or the housing bonding crack of the glued combination of wet blank shell.Like this, the binding joint by the glued bonding crack of wet blank shell makes the overall performance of box-like formwork obtain increasing substantially, and makes it not fragile.
Feature of the present invention is that also the superimposed gluing in position, described bonding crack place has prefabricated embryo supporting component.Like this, in the manufacturing process of box-like formwork, prefabricated embryo supporting component has been held wet feed slurry idiosome, makes it be difficult for dropping from template, is very easy to the production of box-like formwork.
Feature of the present invention is that also described upper casing, ambient side shell, lower casing are the idiosome of disjunctor, and superimposed gluing prefabricated embryo supporting component is together arranged in the idiosome junction of bonding crack.Like this, after the idiosome junction was superimposed with prefabricated embryo supporting component, the intensity of the junction of idiosome had obtained significantly improving, and makes box-like formwork be difficult for being damaged in application process, helps reducing the proportion of goods damageds of box-like formwork, saves cost.
Feature of the present invention is also that described prefabricated embryo supporting component is parallel, quadrature or oblique.Like this, prefabricated embryo supporting component arranges in above-mentioned various laying modes, can make the common stress system that constitutes a plurality of different shuttering member inside of prefabricated embryo supporting component and box-like formwork, satisfies and uses needs.
Feature of the present invention is that also described at least one ambient side shell is prefabricated side shell.Like this, when at least one ambient side shell is arranged on the box-like formwork is prefabricated side shell, in the process of producing box-like formwork,, be easy to use the box-like formwork that cylindrical die makes sealing, improved production efficiency by the sealing of prefabricated side shell.
Feature of the present invention is that also described two relative ambient side shells are prefabricated side shell.Like this, when relative two ambient side shells are arranged on the box-like formwork is prefabricated side shell, in the process of producing box-like formwork,, be easy to use the box-like formwork that cylindrical die makes sealing, improved production efficiency by the sealing of prefabricated side shell.
Feature of the present invention is that also described at least one ambient side shell is the superimposed ambient side shell of back skinning loam slurry on the prefabricated ambient side shell.Like this, because at least one ambient side shell is the superimposed ambient side shell of back skinning loam slurry on the prefabricated ambient side shell, thereby form superimposed sheet, convenient production.
Feature of the present invention also be wet blank shell that described ambient side shell is a disjunctor at prefabricated embryo supporting component position the superimposed glued bonding crack that forms, upper casing or lower casing or the two are prefabricated shell, and wrap up in the idiosome that is contained in ring-type ambient side shell.Like this, prefabricated shell firmly is mounted in formation integral body in the wall body by the superimposed parcel of the wet blank shell of ambient side shell with prefabricated shell, and the overall performance of box-like formwork is greatly enhanced, and can satisfy the application demand of various different situations.
Feature of the present invention also is also to be provided with on the described box-like formwork at least one in inner corner trim, chamfering, arc angle, groove, pit, boss module, raised line, the external corner.Like this, when structure needed local the reinforcement, positions such as inner corner trim, chamfering, arc angle, groove, pit, boss module, raised line, external corner combined with Cast-in-place concrete, can do local the reinforcement to structure, made structure more reasonable; Also be convenient to the layout of various pipelines simultaneously at positions such as inner corner trim, chamfering, arc angle, groove, pit, boss module, raised line, external corners, help reducing construction cost.
Feature of the present invention also is also to be provided with on the described box-like formwork at least one in reinforcing rib, stiffening rib or the bracing boom.Like this, member such as stiffener, bracing boom, reinforcing rib and Cast-in-place concrete combine, and have formed cast-in-place and prefabricated structure combining, thereby have made structure safer, reasonable, and mechanical property is better.
Feature of the present invention is that also described box-like formwork is provided with align member or/and connector.Align member can be location spike, locating piece, locating ring, location hook or registration wire.Connector can be cutting ferrule, bolt, male and female groove, socket component, indention etc.Like this, box-like formwork is provided with align member or/and connector by fixing of location structure, can prevent the mobile dislocation and the come-up of box-like formwork effectively, can improve the pouring quality of cast-in-situ concrete hollow floor greatly.
Feature of the present invention is that also described at least two box-like formworks are linked to each other by the connector spacing.Like this, after two box-like formworks connect into the integral body of spacing, greatly facilitate the construction and installation of box-like formwork in the construction application process, can increase substantially speed of application, reduce cost.
Feature of the present invention is that also described upper casing or ambient side shell or lower casing are provided with at least one in suspender member or junction box or spool or light trough box or the airduct.Like this, can lay junction box, hydroelectric line very easily, airduct is arranged at also can save the shared architectural space of peripheral hardware airduct in the box-like formwork, effective usage space of building is improved, the setting of water pipe can hiddenly very easily be leaked water, save pipeline and lay the space, make fire main lay safer convenience.
Feature of the present invention is that also described box-like formwork is provided with the carrying part.Like this, can very easily box-like formwork be piled up, transport, lift and construct, reduce work difficulty and working strength, help improving efficiency of construction, reduce construction cost.
Feature of the present invention also is to be superimposed with soft overlapping layers at least one of described upper casing, ambient side shell, lower casing.Like this, according to the different situations and the requirement of practical application, can be on light material fluting or hole or hole and can not damage box-like formwork, greatly facilitate burying underground of pipeline, reinforcing bar and various built-in fittings in the construction application process.
Feature of the present invention is that also the cast in place reinforced bar upper plate is arranged at the top of described box-like formwork, and the bottom of box-like formwork is provided with the cast-in-situ reinforced concrete lower plate.The bottom of box-like formwork is provided with the cast-in-situ reinforced concrete layer, and link to each other with the cast-in-situ reinforced concrete rib and to form when whole, cast-in-situ reinforced concrete layer and cast-in-situ reinforced concrete rib have formed whole case beam type load-carrying construction, simultaneously, the cast-in-situ reinforced concrete rib is crisscross to have formed latticed dark close rib structure, makes the load-carrying construction of In-situ cast concrete board inside form two-way load-carrying construction, has increased substantially the supporting capacity of In-situ cast concrete board, reduce the inner two-way stiffness difference of In-situ cast concrete board, guaranteed the quality of In-situ cast concrete board.
Feature of the present invention is that also the top of described box-like formwork does not have the cast in place reinforced bar upper plate, the upper surface of box-like formwork and cast-in-place concrete cored upper surface flush.Like this, when the top of box-like formwork does not have the cast in place reinforced bar upper plate, when the upper surface of box-like formwork and cast-in-place concrete cored upper surface flush, can further reduce cast-in-place concrete cored thickness, weight reduction reduces cost, and improves cast-in-place concrete cored supporting capacity.
Feature of the present invention is that also the bottom of described box-like formwork does not have the cast-in-situ reinforced concrete lower plate, and the soffit of box-like formwork flushes with cast-in-place concrete cored soffit.Like this, when the bottom of box-like formwork does not have the cast-in-situ reinforced concrete lower plate, when the soffit of box-like formwork flushes with cast-in-place concrete cored soffit, can further reduce cast-in-place concrete cored thickness, weight reduction reduces cost, and improves cast-in-place concrete cored supporting capacity.
Feature of the present invention is that also the top of described box-like formwork does not have the cast in place reinforced bar upper plate, the upper surface of box-like formwork and cast-in-place concrete cored upper surface flush, and the bottom of box-like formwork does not have the cast-in-situ reinforced concrete lower plate.Like this, when the top of box-like formwork does not have the cast in place reinforced bar upper plate, the upper surface of box-like formwork and cast-in-place concrete cored upper surface flush, when the bottom of box-like formwork does not have the cast-in-situ reinforced concrete lower plate, can further reduce cast-in-place concrete cored thickness, weight reduction reduces cost, and improves cast-in-place concrete cored supporting capacity.
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 the supporting capacity of In-situ cast concrete board greatly, and the span that increases In-situ cast concrete board.
Feature of the present invention also is describedly to contain reinforcing bar in cast-in-place concrete cored.Like this, can improve the supporting capacity of In-situ cast concrete board significantly, simultaneously, reinforcing bar is implied in the corresponding arch without beam that forms in the concrete.
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, the mechanical property of In-situ cast concrete board is better, helps that local pressure in the In-situ cast concrete board is increased the district and strengthens; When being provided with dark beam, can strengthen the mechanical property of In-situ cast concrete board, simultaneously, dark beam lies in In-situ cast concrete board inside, and the external structure that does not influence In-situ cast concrete board is attractive in appearance, does not take the usage space of building during use, can more effectively improve the usage space of building.
(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 one of structural representation of box-like formwork 2 in the embodiment of the invention.
Fig. 5 be box-like formwork 2 in the embodiment of the invention structural representation two.
Fig. 6 be box-like formwork 2 in the embodiment of the invention structural representation three.
Fig. 7 be box-like formwork 2 in the embodiment of the invention structural representation four.
Fig. 8 be box-like formwork 2 in the embodiment of the invention structural representation five.
Fig. 9 be box-like formwork 2 in the embodiment of the invention structural representation six.
Figure 10 be box-like formwork 2 in the embodiment of the invention structural representation seven.
Figure 11 be box-like formwork 2 in the embodiment of the invention structural representation eight.
Figure 12 be box-like formwork 2 in the embodiment of the invention structural representation nine.
Figure 13 be box-like formwork 2 in the embodiment of the invention structural representation ten.
Figure 14 be box-like formwork 2 in the embodiment of the invention structural representation 11.
Figure 15 be box-like formwork 2 in the embodiment of the invention structural representation 12.
Figure 16 be box-like formwork 2 in the embodiment of the invention structural representation 13.
Figure 17 be box-like formwork 2 in the embodiment of the invention structural representation 14.
Figure 18 be box-like formwork 2 in the embodiment of the invention structural representation 15.
Figure 19 be box-like formwork 2 in the embodiment of the invention structural representation 16.
Figure 20 be box-like formwork 2 in the embodiment of the invention structural representation 17.
Figure 21 be box-like formwork 2 in the embodiment of the invention structural representation 18.
Figure 22 be box-like formwork 2 in the embodiment of the invention structural representation 19.
Figure 23 be box-like formwork 2 in the embodiment of the invention structural representation 20.
Figure 24 be box-like formwork 2 in the embodiment of the invention structural representation 21.
Figure 25 be box-like formwork 2 in the embodiment of the invention structural representation 22.
Figure 26 is the structural representation of the embodiment of the invention 4.
Figure 27 is the structural representation of the embodiment of the invention 5.
Figure 28 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, box-like formwork 2, box-like formwork 2 is wrapped up in and is contained in the steel bar concrete 1, upper casing 3, ambient side shell 4, lower casing 5 threes surround box-like formwork 2, box-like formwork 2 is the cast-in-situ reinforced concrete rib 6 that steel bar concrete 1 forms each other, to be wet blank shell 7 gluedly become whole with prefabricated embryo supporting component 8 is superimposed at least one face-piece body that it is characterized in that described upper casing 3, ambient side shell 4, lower casing 5, and prefabricated embryo supporting component 8 supports wet blank shells 7 and formalizes.In each accompanying drawing, 1 is steel bar concrete, and 2 is box-like formwork, and 3 is upper casing, and 4 is the ambient side shell, and 5 is lower casing, and 6 is the cast-in-situ reinforced concrete rib, and 7 is wet blank shell, and 8 is embryo supporting component, below in each accompanying drawing, number identically, its explanation is identical.As Fig. 1, Fig. 2, shown in Figure 3, box-like formwork 2 is wrapped up in and is contained in the steel bar concrete 1, upper casing 3, ambient side shell 4, lower casing 5 threes surround box-like formwork 2, box-like formwork 2 is the cast-in-situ reinforced concrete rib 6 that steel bar concrete 1 forms each other, to be wet blank shell 7 gluedly become whole with prefabricated embryo supporting component 8 is superimposed to its described upper casing 3, and prefabricated embryo supporting component 8 supports wet blank shells 7 and formalizes.
Feature of the present invention is that also described prefabricated embryo supporting component 8 is vertical bar, curved line or shapes such as cross, groined type.As shown in Figure 5, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shells 7 setting, and its described prefabricated embryo supporting component 8 is a groined type.
Feature of the present invention also is to be provided with in the described prefabricated embryo supporting component 8 reinforcing bar 9 or thin band 10.As shown in Figure 6, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting, prefabricated embryo supporting component 8 is a vertical bar shaped, is provided with reinforcing bar 9 in its described prefabricated embryo supporting component 8.As shown in Figure 7, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting, prefabricated embryo supporting component 8 is a cross, is provided with thin band 10 in its described prefabricated embryo supporting component 8.
Feature of the present invention also is to contain reinforce 11 in described upper casing 3, ambient side shell 4, lower casing 5, the prefabricated embryo supporting component 8, perhaps the reinforce 11 of at least one shell wall is anchored in the adjacent wet blank shell 7, and the reinforce 11 in the perhaps prefabricated embryo supporting component 8 is anchored in the adjacent wet blank shell 7.As shown in Figure 7, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting, prefabricated embryo supporting component 8 is a cross, be provided with thin band 10 in the prefabricated embryo supporting component 8, contain reinforce 11 in its described ambient side shell 4, diagram reinforce 11 is a fibrous mesh cloth.
Feature of the present invention is that also described prefabricated embryo supporting component 8 is extended with hook member 12, and hook member 12 is passed wet blank shell 7.As shown in Figure 8, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, its described prefabricated embryo supporting component 8 is extended with hook member 12, and hook member 12 is passed wet blank shell 7 and exposed outside the upper casing 3.
Feature of the present invention also is to have between at least one face-piece body of described upper casing 3, ambient side shell 4, lower casing 5 or the housing bonding crack 13 of wet blank shell 7 glued combinations.As shown in Figure 9, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, and its described upper casing 3 has the bonding crack 13 of wet blank shell 7 glued combinations.
Feature of the present invention is that also the superimposed gluing in position, described bonding crack 13 place has prefabricated embryo supporting component 8.As shown in Figure 9, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, and its superimposed gluing in position, described bonding crack 13 place has prefabricated embryo supporting component 8.
Feature of the present invention is that also described upper casing 3, ambient side shell 4, lower casing 5 are the idiosome of disjunctor, have superimposed gluing prefabricated embryo supporting component 8 together in the idiosome junction of bonding crack 13.As shown in Figure 9, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, its described upper casing 3, ambient side shell 4, lower casing 5 are the idiosome of disjunctor, and superimposed gluing prefabricated embryo supporting component 8 is together arranged in the idiosome junction of bonding crack 13.
Feature of the present invention is also that described prefabricated embryo supporting component is 8 parallel, quadrature or oblique.As shown in figure 10, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a groined type, its described embryo supporting component 8 parallel and quadratures.
Feature of the present invention is that also described at least one ambient side shell 4 is prefabricated side shell.As shown in figure 11, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a cross, and the ambient side shell 4 on its described box-like formwork 2 the right is prefabricated side shell.
Feature of the present invention is that also described two relative ambient side shells 4 are prefabricated side shell.As shown in figure 12, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a groined type, and its described box-like formwork about 2 relative two ambient side shells 4 are prefabricated side shell.
Feature of the present invention is that also described at least one ambient side shell 4 is the superimposed ambient side shell of back skinning loam slurry on the prefabricated ambient side shell.As shown in figure 13, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a cross, and its described right side ambient side shell 4 is the superimposed ambient side shell of back skinning loam slurry on the prefabricated ambient side shell.
Feature of the present invention also be described ambient side shell 4 for the wet blank shell 7 of disjunctor at prefabricated embryo supporting component 8 positions the superimposed glued bonding crack 13 that forms, upper casing 3 or lower casing 5 or the two are prefabricated shell, and wrap up in the idiosome that is contained in ring-type ambient side shell 4.As shown in figure 14, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that ambient side shell 4 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of ambient side shell 4, prefabricated embryo supporting component 8 is a vertical bar shaped, the wet blank shell 7 that its described ambient side shell 4 is a disjunctor is the superimposed glued bonding crack 13 that forms at prefabricated embryo supporting component 8 positions, upper casing 3 is prefabricated shell, and wraps up in the idiosome that is contained in ring-type ambient side shell 4.
Feature of the present invention also is also to be provided with on the described box-like formwork 2 at least one in inner corner trim 14, chamfering 15, arc angle 16, groove 17, pit 18, hole 19, boss module 20, raised line 21, the external corner 22.As shown in figure 15, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that ambient side shell 4 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of ambient side shell 4, prefabricated embryo supporting component 8 is a vertical bar shaped, also is provided with inner corner trim 14, arc angle 16, groove 17, pit 18 and hole 19 simultaneously on its described box-like formwork 2.As shown in figure 16, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a groined type, also is provided with boss module 20 on the ambient side shell 4 of its described box-like formwork 2 simultaneously.As shown in figure 17, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that ambient side shell 4 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of ambient side shell 4, prefabricated embryo supporting component 8 is a vertical bar shaped, also is provided with chamfering 15, raised line 21 and external corner 22 simultaneously on its described box-like formwork 2.
Feature of the present invention also is also to be provided with on the described box-like formwork 2 at least one in reinforcing rib 23, stiffening rib 24 or the bracing boom 25.As shown in figure 18, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a groined type, also is provided with reinforcing rib 23 and bracing boom 25 in its described box-like formwork 2.As shown in figure 19, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, also be provided with stiffening rib 24 on its described box-like formwork 2, diagram stiffening rib 24 is the cross stiffening rib.
Feature of the present invention is that also described box-like formwork 2 is provided with align member 26 or/and connector 27.As shown in figure 20, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a cross, and the lower casing 5 of its described box-like formwork 2 is provided with align member 26, and ambient side shell 4 is provided with connector 27, illustrated position member 26 is an angle, and connector 27 is a connecting rod.
Feature of the present invention is that also described at least two box-like formworks 2 are linked to each other by connector 27 spacings.As shown in figure 21, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a groined type, its described two box-like formworks 2 are linked to each other by connector 27 spacings, and diagram connector 27 is for connecting plate.
Feature of the present invention is that also described upper casing 3 or ambient side shell 4 or lower casing 5 are provided with at least one in suspender member 28 or junction box 29 or spool 30 or light trough box 31 or the airduct 32.As shown in figure 22, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, and its described box-like formwork 2 is provided with suspender member 28, junction box 29 and spool 30.As shown in figure 23, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that upper casing 3 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of upper casing 3, prefabricated embryo supporting component 8 is a vertical bar shaped, and its described box-like formwork 2 is provided with spool 30, light trough box 31 and airduct 32.
Feature of the present invention is that also described box-like formwork 2 is provided with carrying part 33.As shown in figure 24, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that ambient side shell 4 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of ambient side shell 4, prefabricated embryo supporting component 8 is a vertical bar shaped, its described box-like formwork 2 is provided with carrying part 33, and diagram carrying part 33 is a handle.
Feature of the present invention also is to be superimposed with soft overlapping layers 34 at least one of described upper casing 3, ambient side shell 4, lower casing 5.As shown in figure 25, upper casing 3, ambient side shell 4 and lower casing 5 threes surround the box-like formwork 2 that forms sealing, the integral body that ambient side shell 4 forms for wet blank shell 7 and prefabricated embryo supporting component 8 superimposed gluings, prefabricated embryo supporting component 8 supports wet blank shell 7 setting of ambient side shell 4, prefabricated embryo supporting component 8 is a cross, is superimposed with soft overlapping layers 34 on its described right side ambient side shell 4.
Feature of the present invention also is described cast-in-place concrete cored, and it is characterized in that has cast in place reinforced bar upper plate 35 on the described box-like formwork 2, and cast-in-situ reinforced concrete lower plate 36 is arranged at the bottom of box-like formwork 2.As shown in Figure 1, it is characterized in that on the described box-like formwork 2 cast in place reinforced bar upper plate 35 being arranged, cast-in-situ reinforced concrete lower plate 36 is arranged at the bottom of box-like formwork 2.
Feature of the present invention also is described cast-in-place concrete cored, and it is characterized in that does not have cast in place reinforced bar upper plate 35 on the described box-like formwork 2, the upper surface of box-like formwork 2 and cast-in-place concrete cored upper surface flush.As shown in Figure 2, it is characterized in that not having cast in place reinforced bar upper plate 35 on the described box-like formwork 2, the upper surface of box-like formwork 2 and cast-in-place concrete cored upper surface flush.
Feature of the present invention also is described cast-in-place concrete cored, it is characterized in that the bottom of described box-like formwork 2 does not have cast-in-situ reinforced concrete lower plate 36, and the soffit of box-like formwork 2 flushes with cast-in-place concrete cored soffit.As shown in Figure 3, it is characterized in that the bottom of described box-like formwork 2 does not have cast-in-situ reinforced concrete lower plate 36, the soffit of box-like formwork 2 flushes with cast-in-place concrete cored soffit.
Feature of the present invention also is described cast-in-place concrete cored, the top that it is characterized in that described box-like formwork 2 does not have cast in place reinforced bar upper plate 35, the upper surface of box-like formwork 2 and cast-in-place concrete cored upper surface flush, the bottom of box-like formwork 2 does not have cast-in-situ reinforced concrete lower plate 36.As shown in figure 26, it is characterized in that the top of described box-like formwork 2 does not have cast in place reinforced bar upper plate 35, the upper surface of box-like formwork 2 and cast-in-place concrete cored upper surface flush, the bottom of box-like formwork 2 does not have cast-in-situ reinforced concrete lower plate 36.
Feature of the present invention also is described cast-in-place concrete cored, it is characterized in that describedly containing presstressed reinforcing steel 37 in cast-in-place concrete cored.As shown in figure 26, it is characterized in that describedly containing presstressed reinforcing steel 37 in cast-in-place concrete cored.
Feature of the present invention also is described cast-in-place concrete cored, it is characterized in that describedly containing reinforcing bar 38 in cast-in-place concrete cored.As shown in figure 27, it is characterized in that describedly containing reinforcing bar 38 in cast-in-place concrete cored.
Feature of the present invention also is described cast-in-place concrete cored, it is characterized in that describedly also being provided with dark beam 39 or/and bright beam 40 in cast-in-place concrete cored.As shown in figure 27, it is characterized in that describedly also being provided with dark beam 39 in cast-in-place concrete cored, as shown in figure 28, it is characterized in that describedly also being provided with bright beam 40 in cast-in-place concrete cored.
During the invention process, press construction requirement mounting bracket or template earlier, lay box-like formwork 2, re-lay the reinforcing bar of reinforcing bar or dark beam 39 or bright beam 40, 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 the cast-in-situ reinforced concrete plate.
Claims (27)
1, a kind of cast-in-place concrete cored, comprise steel bar concrete (1), box-like formwork (2), box-like formwork (2) is wrapped up in and is contained in the steel bar concrete (1), upper casing (3), ambient side shell (4), lower casing (5) three surround box-like formwork (2), box-like formwork (2) is the cast-in-situ reinforced concrete rib (6) that steel bar concrete (1) forms each other, at least one face-piece body that it is characterized in that described upper casing (3), ambient side shell (4), lower casing (5) is that wet blank shell (7) becomes whole with the superimposed gluing of prefabricated embryo supporting component (8), and prefabricated embryo supporting component (8) supports wet blank shell (7) setting.
2, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described prefabricated embryo supporting component (8) is vertical bar, curved line, cross or groined type.
3, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that being provided with in the described prefabricated embryo supporting component (8) reinforcing bar (9) or thin band (10).
4, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that containing reinforce (11) in described upper casing (3), ambient side shell (4), lower casing (5), the prefabricated embryo supporting component (8), perhaps the reinforce of at least one shell wall (11) is anchored in the adjacent wet blank shell (7), and the reinforce (11) in the perhaps prefabricated embryo supporting component (8) is anchored in the adjacent wet blank shell (7).
5, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described prefabricated embryo supporting component (8) is extended with hook member (12), hook member (12) is passed wet blank shell (7).
6, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that having between at least one face-piece body of described upper casing (3), ambient side shell (4), lower casing (5) or the housing bonding crack (13) of the glued combination of wet blank shell (7).
7, according to claim 6 a kind of cast-in-place concrete cored, it is characterized in that the superimposed gluing in described bonding crack (13) position, place has prefabricated embryo supporting component (8).
8, according to claim 6 a kind of cast-in-place concrete cored, it is characterized in that described upper casing (3), ambient side shell (4), lower casing (5) are the idiosome of disjunctor, superimposed gluing prefabricated embryo supporting component (8) is together arranged in the idiosome junction of bonding crack (13).
9, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described prefabricated embryo supporting component (8) is parallel, quadrature or oblique.
10, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described at least one ambient side shell (4) is prefabricated side shell.
11, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described relative two ambient side shells (4) are prefabricated side shell.
12, according to claim 10 a kind of cast-in-place concrete cored, it is characterized in that described at least one ambient side shell (4) is the superimposed ambient side shell of back skinning loam slurry on the prefabricated ambient side shell.
13, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that superimposed gluing forms bonding crack (13) to described ambient side shell (4) at prefabricated embryo supporting component (8) position for the wet blank shell of disjunctor (7), upper casing (3) or lower casing (5) or the two are prefabricated shell, and wrap up in the idiosome that is contained in ring-type ambient side shell (4).
14, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that also being provided with on the described box-like formwork (2) at least one in inner corner trim (14), chamfering (15), arc angle (16), groove (17), pit (18), hole (19), boss module (20), raised line (21), the external corner (22).
15, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that also being provided with on the described box-like formwork (2) at least one in reinforcing rib (23), stiffening rib (24) or the bracing boom (25).
16, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described box-like formwork (2) is provided with align member (26) or/and connector (27).
17, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described at least two box-like formworks (2) are linked to each other by connector (27) spacing.
18, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described upper casing (3) or ambient side shell (4) or lower casing (5) are provided with at least one in suspender member (28) or junction box (29) or spool (30) or light trough box (31) or the airduct (32).
19, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described box-like formwork (2) is provided with carrying part (33).
20, according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that being superimposed with soft overlapping layers (34) at least one of described upper casing (3), ambient side shell (4), lower casing (5).
21, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that cast in place reinforced bar upper plate (35) is arranged on the described box-like formwork (2), cast-in-situ reinforced concrete lower plate (36) is arranged at the bottom of box-like formwork (2).
22, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that the upper surface of described box-like formwork (2) and cast-in-place concrete cored upper surface flush.
23, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, the soffit that it is characterized in that described box-like formwork (2) flushes with cast-in-place concrete cored soffit.
24, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that the upper surface of described box-like formwork (2) and cast-in-place concrete cored upper surface flush, the bottom of box-like formwork (2) does not have cast-in-situ reinforced concrete lower plate (36).
25, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that describedly containing presstressed reinforcing steel (37) in cast-in-place concrete cored.
26, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that describedly containing reinforcing bar (38) in cast-in-place concrete cored.
27, described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 20, it is characterized in that describedly also being provided with dark beam (39) or/and bright beam (40) in cast-in-place concrete cored.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610059957A CN100593613C (en) | 2006-02-25 | 2006-02-25 | Cast-in-situ concrete hollow board |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610059957A CN100593613C (en) | 2006-02-25 | 2006-02-25 | Cast-in-situ concrete hollow board |
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| CN101025017A CN101025017A (en) | 2007-08-29 |
| CN100593613C true CN100593613C (en) | 2010-03-10 |
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| CN200610059957A Expired - Fee Related CN100593613C (en) | 2006-02-25 | 2006-02-25 | Cast-in-situ concrete hollow board |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1707047A (en) * | 2004-06-09 | 2005-12-14 | 邱则有 | Open shuttering member for concrete filling |
| CN1707046A (en) * | 2004-06-09 | 2005-12-14 | 邱则有 | Closed cavity member for concrete filling |
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2006
- 2006-02-25 CN CN200610059957A patent/CN100593613C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1707047A (en) * | 2004-06-09 | 2005-12-14 | 邱则有 | Open shuttering member for concrete filling |
| CN1707046A (en) * | 2004-06-09 | 2005-12-14 | 邱则有 | Closed cavity member for concrete filling |
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| CN101025017A (en) | 2007-08-29 |
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