CN100501061C - Cast-in-situ reinforced concrete hollow slab - Google Patents
Cast-in-situ reinforced concrete hollow slab Download PDFInfo
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- CN100501061C CN100501061C CNB2006101364528A CN200610136452A CN100501061C CN 100501061 C CN100501061 C CN 100501061C CN B2006101364528 A CNB2006101364528 A CN B2006101364528A CN 200610136452 A CN200610136452 A CN 200610136452A CN 100501061 C CN100501061 C CN 100501061C
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Abstract
Disclosed is a cast-in-situ reinforced-bar concrete hollow slab, which comprises a reinforced-bar concrete (1), a hollow pipe (2), a reinforced-bar concrete beam (3), the end of the hollow pipe (2) is provided with a sealing board (4), the hollow pipe (2) is enclosed in the reinforced-bar concrete (1), cast-in-situ reinforced-bar concrete longitudinal ribs (5) are formed between the hollow pipes (2) along their axial direction, characterized in that at least one side of the hollow pipe (2) is provided with a fixed position-limiting arrangement (21). The invention can be applied to various cast-in-situ reinforced-bar concrete or prestressed reinforced-bar concrete hollow building roofings, house roofings, foundation slabs, walls or hollow bridges, especially for hollow flat slabs.
Description
The application for the applying date be that June 2, application number in 2003 are 03137264.3, name is called the dividing an application of application for a patent for invention of " a kind of cast-in-situ reinforcing steel bar concrete hollow slab ".
(1) technical field
The present invention relates to a kind of cast-in-situ reinforcing steel bar concrete hollow slab.
(2) prior art
At present, the most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure, and this floor structure has advantages such as speed of application is fast, cost is low.But, only use the cement mortar joint filling, thereby globality is poor, is unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur owing to firmly do not link between adjacent two precast hollow slabs.For addressing the above problem, a lot of building have adopted the method for Cast-in-place Concrete Building Floor (solid, hollow), have solved problems such as antidetonation, cracking, infiltration preferably, but this class floor construction relative difficult, and cost is higher relatively.Along with Building technology and expanding economy, the quality of building to be had higher requirement, most Cast-in-place Concrete Building Floor has all adopted the cast-in-situ concrete hollow plate technique.And the one-tenth pole in the cast-in-place hollow slab is permanent core, as paper tube, plastic pipe, metal bellows, core light material, horniness thin-walled tube etc.These tubular core molds or member are mainly considered the concrete of finding time, and alleviate hollow slab floor weight.It as the patent No. 99232921.3 cast-in-place reinforced concrete filling thin wall cylinder, it is made up of horniness thin-walled tube and two ends plug, two plugs form an enclosed cavity with the horniness thin-walled tube closed at both ends, and the cross section of horniness thin-walled tube and plug shape can be circle, square, trapezoidal or other is special-shaped.During application, this hollow section is embedded in the steel bar concrete, promptly forms cast-in-place concrete cored superstructure.And for example the patent No. of applicant's application is that ZL99232922.1, name are called " thin-wall hollow roof in-situ deposited with concrete ", it comprises steel bar concrete, thin wall cylinder noggin piece, reinforced-bar concrete beam or dark beam; the thin wall cylinder noggin piece is embedded in the steel bar concrete; the cast-in-situ reinforced concrete that has formed between pipe along tube axis direction between thin-wall tube member and the thin-wall tube member is indulged rib; described thin-wall tube member is made up of horniness thin-walled tube and plug, and two plugs form an enclosed cavity with the horniness thin-walled tube closed at both ends.During the cast-in-place concrete cored floor construction of this class; be easy to generate displacement or dislocation between the hollow section body each other; lay inconvenient; be prone to phenomenons such as Cast-in-place concrete rib width between the tube and tube is inconsistent, the outer concrete cover variable thickness of pipe causes; thereby influence cast-in-place concrete cored total quality and stress performance; increase difficulty of construction, therefore, develop a kind of novel cast-in-situ reinforcing steel bar concrete hollow slab 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-situ reinforcing steel bar concrete hollow slab, have body lay convenient, do not produce displacement or dislocation, construction easily, characteristics such as total quality is good.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, hollow section, reinforced-bar concrete beam or dark beam, the pipe end of hollow section is provided with hush panel, hollow section is wrapped up in and is contained in the steel bar concrete, the cast-in-situ reinforced concrete that has formed between pipe along tube axis direction between hollow section and the hollow section is indulged rib, it is characterized in that at least one end of hollow section is provided with the docking facilities of the location that is connected to each other between the hollow section, the two ends of hollow section are provided with the fixed limit device.The fixed limit device is steel wire, iron wire, reinforcing bar or rope, and like this, fixed limit devices such as the steel wire that is provided with on the hollow section, iron wire, reinforcing bar or rope can be fixedly mounted in hollow section the design installation position, prevent its come-up, displacement; When cast-in-situ reinforcing steel bar concrete hollow slab is constructed; the docking facilities that is connected the location is arranged between hollow section and the hollow section; thereby body is laid easy to connect; can not produce displacement or dislocation each other; construction easily; the Cast-in-place concrete rib width that can not occur between the tube and tube is inconsistent; manage phenomenons such as outer concrete cover variable thickness causes; guaranteed the total quality of cast-in-situ reinforcing steel bar concrete hollow slab; satisfied the requirement of hollowcore slab stress performance; reduced construction cost; thereby reached purpose of the present invention, be applicable to the hollow building cover of various cast-in-situ reinforced concretes or prestressed reinforced concrete; roof system; sole plate; body of wall or hollow bridges are used, and are specially adapted to hollow arch without beam and use.
Feature of the present invention is that also at least one end of hollow section is provided with the docking facilities of the location that is connected to each other between the hollow section.Like this; when cast-in-situ reinforcing steel bar concrete hollow slab is constructed; the docking facilities that is connected the location is arranged between hollow section and the hollow section; thereby the body laying is easy to connect, can not produce displacement or dislocation each other, and construction easily; phenomenons such as Cast-in-place concrete rib width between the tube and tube is inconsistent, the outer concrete cover variable thickness of pipe causes can not appear; guarantee the total quality of cast-in-situ reinforcing steel bar concrete hollow slab, satisfied the requirement of hollowcore slab stress performance, reduced construction cost.
Feature of the present invention is that also the docking facilities by vertical connection location is connected to each other between at least two hollow sections, is closely to connect between the pipe end.Like this, closely connect the elongated hollow section that the back forms, when cast-in-place concrete cored construction, under the effect of its whole deadweight, can prevent hollow body come-up effectively, improved cast-in-place concrete cored construction quality.
Feature of the present invention also is to connect by the docking facilities that connects the location between at least two hollow sections, is provided with spacing between the tube and tube, has formed dark rib between the Cast-in-place concrete end in the spacing behind the pour concrete.Like this.Because of being provided with spacing between the tube and tube, during Cast-in-place concrete, in the pipe end spacing, formed dark rib between cast-in-place end, cast-in-place dark rib between its end between dark rib and body combines, formed cast-in-place two-way dark rib structure, made superstructure have more reasonable structure form, stress performance is better.
Dark rib has formed elongated dark rib each other between the Cast-in-place concrete end that feature of the present invention also is to form behind the pour concrete in the described spacing on same straight line, the bright beam in elongated dark rib and the hollowcore slab or secretly beam or supporting wall are connected.Like this, the elongated dark rib that forms between pipe end and bright beam or dark beam or supporting wall are connected, and the stress that produces in the time of cassette ceiling can being carried is directly delivered to bright beam or secretly on beam or the supporting wall, its transmission force property is better.
Feature of the present invention also is between described Cast-in-place concrete end thick variation of rib of dark rib or elongated dark rib.Like this, can be according to the different load situation on the cassette ceiling, by the form and the thickness of dark rib between reasonable change end, to satisfy the design needs and the instructions for use of hollow slab floor.
Feature of the present invention also is dark orthogonal, the oblique or parallel of rib between described Cast-in-place concrete end.Like this, dark rib has constituted the diversification of dark rib between hollowcore slab the inner by orthogonal, oblique or parallel between the Cast-in-place concrete end, has formed the load grid that rationally interweaves, and makes the hollow slab floor structure obtain comprehensive optimization.
Feature of the present invention also is between described Cast-in-place concrete end vertical rib quadrature, oblique or parallel between dark rib and pipe.Like this, vertical rib mutually orthogonal, oblique, parallel or dislocation handing-over between dark rib and pipe constituted the diversification of dark rib in the hollowcore slab between the Cast-in-place concrete end, formed the load grid that rationally interweaves, and makes the hollow slab floor structure obtain comprehensive optimization.
Feature of the present invention also is between described Cast-in-place concrete end vertical rib dislocation handing-over between dark rib and pipe.
Dark rib is the dark rib of Cast-in-place concrete abnormity between the Cast-in-place concrete end that feature of the present invention also is to be provided with between adjacent two hush panel of described hollow section, and the cross sectional shape of the dark rib of abnormity is cross, I-shaped, king's font, inverted T-shape or also is provided with one or more combination in prestressed reinforcement, prestressed cable, reinforcing bar, reinforcing bar, the high-intensity fiber in it simultaneously.Like this, use needs according to hollow slab floor, dark rib is set to the dark rib of abnormity between the Cast-in-place concrete end, perhaps its inside also is provided with one or more the combination in prestressed reinforcement, prestressed cable, reinforcing bar, reinforcing bar, the high-intensity fiber simultaneously, the part of hollow slab floor is strengthened, to satisfy the instructions for use of hollow slab floor.
Be provided with reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, high-strength carbon fibre silk, carbon fiber bundle, angle steel, channel-section steel or T-steel in the dark rib between the Cast-in-place concrete end that feature of the present invention also is to be provided with between adjacent two hush panel of described hollow section.Like this, after between the Cast-in-place concrete end, being provided with reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, high-strength carbon fibre silk, carbon fiber bundle, prestressed reinforcement, angle steel, channel-section steel, L shaped steel, T-steel or other steel in the dark rib, improve the load ability of hollow building cover greatly, improved the safety factor of its structure.
Be provided with prestressed reinforcement or L shaped steel in the dark rib between the Cast-in-place concrete end that feature of the present invention also is to be provided with between adjacent two hush panel of described hollow section.
Feature of the present invention is that also described hollow section is a bellows.Like this, hollow section is a bellows, has increased the bonding area between hollow section and the Cast-in-place concrete, makes that hollow section and Cast-in-place concrete are unlikely to come to nothing, and can combine closely with Cast-in-place concrete, and participation structure is stressed.
Feature of the present invention is that also described bellows is a metal spiral seaming bellows.Like this, hollow section is a metal spiral seaming bellows, has increased the bonding area between hollow section and the Cast-in-place concrete; make that hollow section and Cast-in-place concrete are unlikely to come to nothing, protected the unlikely corrosion of metal spiral seaming bellows, simultaneously; can combine closely with Cast-in-place concrete, participation structure is stressed.
Feature of the present invention is that also described bellows is the metal die bellows.Like this, hollow section is the metal die bellows, has increased the bonding area between hollow section and the Cast-in-place concrete, makes that hollow section and Cast-in-place concrete are unlikely to come to nothing, and has protected the unlikely corrosion of metal die bellows, simultaneously, can combine closely with Cast-in-place concrete, and participation structure is stressed.
Feature of the present invention is that also described bellows is a plastic film capicitor.Like this, the cost of material is low because of plastic film capicitor, easy to make simple, also can not destroy simultaneously because of meeting water, and carrying, installation, easy construction, thereby can reduce the comprehensive cost of hollow slab floor greatly.
Feature of the present invention is that also the hush panel of described bellows is metal sheet, plastic plate, concrete plate, mortar plate or cardboard.Like this, the diversity of the hush panel of bellows, make hush panel draw materials, easy to make simple, can effectively reduce the bellows cost of production, and then reduce the cost of hollow slab floor.
Feature of the present invention is that also the hush panel of described bellows is for containing fiber, reinforcing bar, gauze wire cloth, fibroreticulate concrete or mortar plate.Feature of the present invention is that also described hollow section is Cement fibre pipe or cement steel wire webmaster.Like this, hollow section is Cement fibre pipe or cement steel wire webmaster, and because of its material is cheap, manufacture craft is simple, convenient, makes hollow section cheap, has further reduced the cost of hollow slab floor.
Feature of the present invention also be the body of described hush panel and hollow section be global formation or the split manufacturing after be combined into one again.Like this, the body of hush panel and hollow section has formed integral body, and when it was applied in the hollow slab floor, convenient and quick construction had improved efficiency of construction greatly, has reduced the construction cost of hollow slab floor.
Feature of the present invention is that also described hollow section or docking facilities are provided with only floating member.End floating member and be beading, lacing wire, drag-line or other prevents the member that hollow section floats when pour concrete.Like this, the only floating member of setting is beading, lacing wire, drag-line etc., prevents that effectively hollow section from floating when pour concrete, can accurately control the pouring quality of hollow slab floor internal construction, has improved the safety factor of hollow slab floor greatly.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is the butt hole that is provided with on the hush panel, hole or is connected latch or is both combination simultaneously with butt hole, hole are corresponding.Like this, the docking facilities that connects the location be the butt hole that is provided with on the hush panel, hole or with butt hole, the corresponding latch that is connected in hole, can very simple and conveniently quickly hollow section be coupled together, improved efficiency of construction greatly, reduce construction cost, and then reduced the comprehensive cost of cassette ceiling.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is fixing or movable hoop.Like this, during floor construction, insert hoop by pipe end between the hollow section, perhaps in the hoop insertion tube, can easily the two be coupled together, and construction is simple.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is a rod member, and rod member is solid or hollow rod member.Like this, docking facilities is hollow or solid rod member, has good rigidity and rupture strength, simultaneously, and making, easy for installation, quick.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is at least a in the projection, raised line, pier, plate, sheet, pothole, groove on the hush panel.Like this, the variation of docking facilities material and structure can be satisfied the different designs requirement of product, and can be according to different needs, adopts reasonable manner to connect.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is nut or screw rod or both combinations.Like this, the secure and reliable connection that nut or screw rod or both combine, and connection speed is fast, efficient is high.
Feature of the present invention is that also the docking facilities of the connection location between the described hollow section is iron wire, reinforcing bar, rope or their combination that is provided with on the hush panel.Like this, iron wire, reinforcing bar, rope have the advantages that to connect simple and fast as connecting elements.
Feature of the present invention is that also described hollow section is provided with at least one in projection, raised line, external corner, groove, pothole, pit, inner corner trim, the chamfering, the perhaps above-mentioned step that is configured to.Like this, projection, raised line, external corner are found time the concrete at the position that do not stress in the hollow building cover; Concrete pours into and has formed local Cast-in-place concrete in groove, pothole, pit, inner corner trim, the chamfering and add competent structure, thereby makes that the structure of hollow building cover is more reasonable.
Feature of the present invention also is to be provided with stiffener in the cavity of described hollow section, perhaps hush panel also is stiffener simultaneously, stiffener is stiffening rib, bracing boom, stiffening ring, at least a in put more energy into net or the sandwich stiffening rib, and perhaps hollow section also reveals rib, reveals muscle, reveals net, reveals bar or their combination.Like this, hush panel is a stiffener, has strengthened the load ability of hush panel greatly, can reduce the destructive rate of hush panel in the installation process significantly, and the diversity of its stiffener is selected according to different needs when being convenient to produce; Hollow section has the rib of revealing, reveals muscle, reveals net, reveals bar or their combination, has further strengthened the intensity and the globality of hollow slab floor.
Feature of the present invention is that also described hollow section is provided with at least one and fixes or movable dismountable spike, perhaps also is provided with fixing or movable dismountable base plate under the spike.Like this, the setting of fixing or movable supporting feet can make hollow section locate preferably, and movable supporting feet can solve the regulated at will of the bearing height of hollow section, to satisfy the needs of different designs; The base plate that spike is provided with down, alternative construction formwork, economical with materials reduces production costs.
Feature of the present invention also is the cavity inside branch of described hollow section or all is filled with the lightweight filler.Like this, be filled with the hollow section of lightweight filler, have very good pressure resistance energy and shock resistance, even little breakage appears in hollow section, also can directly build concrete without repairing, simultaneously, hollow building cover has good sound insulation, heat insulation, heat-insulating property.
Feature of the present invention also is described hollow section or hush panel is interior or both are provided with stiffener simultaneously, stiffener is at least a in reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, fiber, fleece, metal foil band, braid over braid, the strap, perhaps also has stiffener to expose on the hollow section simultaneously.Like this, the intensity of hollow section is higher, if also have appearing of stiffener on the body of hollow section simultaneously, then more firm with the bonding of Cast-in-place concrete, globality is better, and intensity is higher, and the mechanical property of corresponding hollow slab floor also is improved and improves.
Feature of the present invention also is to be provided with prestressed reinforcement or shaped steel reinforcing bar in the vertical rib of described cast-in-situ reinforced concrete.Like this, intensity and the supporting capacity that prestressed reinforcement and shaped steel reinforcing bar can improve hollow slab floor greatly is set in the vertical rib of cast-in-situ reinforced concrete.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is steel bar concrete, and 2 is hollow section, and 3 is bright beam or dark beam, and 4 be hush panel, and 5 is that cast-in-situ reinforced concrete is indulged rib, and 6 is docking facilities, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, are provided with the docking facilities 6 with the location that is connected to each other between the hollow section 2.
Fig. 2 is the structural representation of the embodiment of the invention 2, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with spacing 7 between the pipe of its two coaxial vertical layings, has formed dark rib 8 between the Cast-in-place concrete end in the spacing 7 behind the pour concrete.
Fig. 3 is the structural representation of the embodiment of the invention 3, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, there is Cast-in-place concrete to indulge rib 5 between the hollow section 2, dark rib 8 has formed elongated dark rib 9 between the Cast-in-place concrete end that forms behind the pour concretes in its spacing 7 on same straight line, and interior dark beam 3 and the supporting wall 10 of elongated dark rib and hollowcore slab is connected.
Fig. 4 is the structural representation of the embodiment of the invention 4, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, vertical rib 5 dislocation handing-over between dark rib 8 and pipe between its Cast-in-place concrete end.
Fig. 5 is the structural representation of the embodiment of the invention 5, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, there is Cast-in-place concrete to indulge rib 5 between the hollow section 2, dark rib 8 is the dark rib of Cast-in-place concrete abnormity between the Cast-in-place concrete end that is provided with between adjacent two hush panel 4 of its hollow section 2, and the cross sectional shape of the dark rib 8 of its abnormity is a cross.
Fig. 6 is the structural representation of the embodiment of the invention 6, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with reinforcing bar in the dark rib 8 between the Cast-in-place concrete end that is provided with between adjacent two hush panel 4 of its hollow section 2.
Fig. 7 is the structural representation of the embodiment of the invention 7, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is a bellows.
Fig. 8 is the structural representation of the embodiment of the invention 8, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is the Cement fibre pipe.
Fig. 9 is the structural representation of the embodiment of the invention 9, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its docking facilities 6 is provided with and ends floating member 11, and it is beading and lacing wire that diagram is ended floating member 11.
Figure 10 is the structural representation of the embodiment of the invention 10, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, the docking facilities 6 of the connection location between its hollow section 2 is the butt hole that is provided with on the hush panel 4, reaches and the corresponding combination that is connected latch of butt hole.
Figure 11 is the structural representation of the embodiment of the invention 11, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 of the connection location between its hollow section 2 is movable hoop.
Figure 12 is the structural representation of the embodiment of the invention 12, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is hollow rod member.
Figure 13 is the structural representation of the embodiment of the invention 13, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is projection and the groove on the hush panel 4.
Figure 14 is the structural representation of the embodiment of the invention 14, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is the combination of nut and screw rod.
Figure 15 is the structural representation of the embodiment of the invention 15, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, the iron wire of docking facilities 6 for being provided with on the hush panel between its hollow section 2.
Figure 16 is the structural representation of the embodiment of the invention 16, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with the combination of projection 12, groove 15, pothole 16, pit 17.
Figure 17 is the structural representation of the embodiment of the invention 17, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with raised line 13, external corner 14, inner corner trim 18, chamfering 19.
Figure 18 is the structural representation of the embodiment of the invention 18, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, be provided with stiffener 20 in the cavity of its hollow section 2, diagram stiffener 20 is the combination setting of stiffening rib, bracing boom, stiffening ring.
Figure 19 is the structural representation of the embodiment of the invention 19, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with fixed limit device 21, and diagram fixed limit device is a bifurcation sections silk.
Figure 20 is the structural representation of the embodiment of the invention 20, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with a plurality of fixing spikes 22, simultaneously, spike also is provided with movable dismountable base plate 23 for 22 times.
Figure 21 is the structural representation of the embodiment of the invention 21, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, all is filled with lightweight filler 24 in the cavity of its hollow section 2, and diagram lightweight filler 24 is an expanded perlite.
Figure 22 is the structural representation of the embodiment of the invention 22, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with stiffener 25 in the hush panel 4 on its hollow section 2, and stiffener 25 is a steel wire, and stiffener 25 exposes outside the pipe simultaneously.
Figure 23 is the structural representation of the embodiment of the invention 23, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with prestressed reinforcement 26 and i shaped steel reinforcing bar 27 in the vertical rib 5 of its cast-in-situ reinforced concrete.
(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, hollow section 2, reinforced-bar concrete beam or dark beam 3, the pipe end of hollow section 2 is provided with hush panel 4, hollow section 2 is wrapped up in and is contained in the steel bar concrete 1, the cast-in-situ reinforced concrete that has formed between pipe along tube axis direction between hollow section 2 and the hollow section 2 is indulged rib 5, it is characterized in that at least one end of hollow section 2 is provided with the docking facilities 6 of the location that is connected to each other between the hollow section 2, the two ends of hollow section 2 are provided with fixed limit device 21.In each accompanying drawing, 1 is steel bar concrete, and 2 is hollow section, and 3 is bright beam or dark beam, and 4 be hush panel, and 5 is that cast-in-situ reinforced concrete is indulged rib, and 6 is docking facilities, and 22 is spike, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, are provided with the docking facilities 6 with the location that is connected to each other between the hollow section 2.As shown in figure 19, the two ends of hollow section 2 are provided with fixed limit device 21.
As shown in figure 19, the two ends of hollow section 2 are provided with fixed limit device 21.As shown in Figure 1, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, are provided with the docking facilities 6 with the location that is connected to each other between the hollow section 2.
Feature of the present invention is that also the docking facilities 6 by vertical connection location is connected to each other between at least two hollow sections 2, is closely to connect between the pipe end.As shown in Figure 1, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, closely connect each other by the docking facilities 6 that vertically connects the location between the hollow section 2.
Feature of the present invention also is to connect by the docking facilities 6 that connects the location between at least two hollow sections 2, is provided with spacing 7 between the tube and tube, has formed dark rib 8 between the Cast-in-place concrete end in the spacing 7 behind the pour concrete.Fig. 2 is the structural representation of the embodiment of the invention 2, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with spacing 7 between the pipe of its two coaxial vertical layings, has formed dark rib 8 between the Cast-in-place concrete end in the spacing 7 behind the pour concrete.
Feature of the present invention also is between described Cast-in-place concrete end thick variation of rib of dark rib 8 or elongated dark rib 9.As shown in Figure 3, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, there is Cast-in-place concrete to indulge rib 5 between the hollow section 2, dark rib 8 has formed elongated dark rib 9 between the Cast-in-place concrete end that forms behind the pour concrete in its spacing 7 on same straight line, dark beam 3 and supporting wall 10 in elongated dark rib and the hollowcore slab are connected, and the rib of its elongated dark rib 9 is thick to be changed.
Feature of the present invention also is dark rib 8 orthogonal, obliques or parallel between described Cast-in-place concrete end.As shown in Figure 3, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, there is Cast-in-place concrete to indulge rib 5 between the hollow section 2, dark rib 8 has formed elongated dark rib 9 between the Cast-in-place concrete end that forms behind the pour concrete in its spacing 7 on same straight line, dark beam 3 and supporting wall 10 in elongated dark rib and the hollowcore slab are connected, and secretly rib 8 is parallel to each other between its Cast-in-place concrete end.
Feature of the present invention also is between described Cast-in-place concrete end vertical rib 5 quadratures, oblique or parallel between dark rib 8 and pipe.
Feature of the present invention also is between described Cast-in-place concrete end vertical rib 5 dislocation handing-over between dark rib 8 and pipe.Fig. 4 is the structural representation of the embodiment of the invention 4, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, vertical rib 5 dislocation handing-over between dark rib 8 and pipe between its Cast-in-place concrete end.
Be provided with reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, high-strength carbon fibre silk, carbon fiber bundle, angle steel, channel-section steel or T-steel in the dark rib 8 between the Cast-in-place concrete end that feature of the present invention also is to be provided with between adjacent two hush panel 4 of described hollow section 2.Fig. 6 is the structural representation of the embodiment of the invention 6, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with reinforcing bar in the dark rib 8 between the Cast-in-place concrete end that is provided with between adjacent two hush panel 4 of its hollow section 2.
Be provided with prestressed reinforcement or L shaped steel in the dark rib 8 between the Cast-in-place concrete end that feature of the present invention also is to be provided with between adjacent two hush panel 4 of described hollow section 2.
Feature of the present invention is that also described hollow section 2 is bellows.Fig. 7 is the structural representation of the embodiment of the invention 7, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is a bellows.
Feature of the present invention is that also described bellows 2 is metal spiral seaming bellows.As shown in Figure 7, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its bellows 2 is a metal spiral seaming bellows.
Feature of the present invention is that also described bellows 2 is the metal die bellows.As shown in Figure 7, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, and its bellows 2 is the metal die bellows.
Feature of the present invention is that also described bellows 2 is plastic film capicitor.As shown in Figure 7, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, and its bellows 2 also can be plastic film capicitor.
Feature of the present invention is that also the hush panel 4 of described bellows 2 is metal sheet, plastic plate, concrete plate, mortar plate or cardboard.As shown in Figure 7, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, and the hush panel 4 of its bellows 2 is a metal sheet.
Feature of the present invention is that also the hush panel 4 of described bellows 2 is for containing fiber, reinforcing bar, gauze wire cloth, fibroreticulate concrete or mortar plate.
Feature of the present invention is that also described hollow section 2 is Cement fibre pipe or cement steel wire webmaster.Fig. 8 is the structural representation of the embodiment of the invention 8, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is the Cement fibre pipe.
Feature of the present invention also be the body of described hush panel 4 and hollow section 2 be global formation or the split manufacturing after be combined into one again.As shown in Figure 8, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hush panel 4 is to be combined into one after the split manufacturing with the body of hollow section 2 again.
Feature of the present invention is that also described hollow section 2 or docking facilities 6 are provided with only floating member 11.End floating member 11 and prevent the member that hollow section 2 floats when pour concrete for beading, lacing wire, drag-line or other.Fig. 9 is the structural representation of the embodiment of the invention 9, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its docking facilities 6 is provided with and ends floating member 11, and it is beading and lacing wire that diagram is ended floating member 11.
The docking facilities 6 that feature of the present invention also is the connection location between the described hollow section 2 is connected latch or is both combination simultaneously for the butt hole that is provided with on the hush panel 4, hole or with butt hole, hole are corresponding.Figure 10 is the structural representation of the embodiment of the invention 10, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, the docking facilities 6 of the connection location between its hollow section 2 is the butt hole that is provided with on the hush panel 4, reaches and the corresponding combination that is connected latch of butt hole.
Feature of the present invention is that also the docking facilities 6 of the connection location between the described hollow section 2 is fixing or movable hoop.Figure 11 is the structural representation of the embodiment of the invention 11, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 of the connection location between its hollow section 2 is movable hoop.
Feature of the present invention is that also the docking facilities 6 of the connection location between the described hollow section 2 is rod member, and rod member is solid or hollow rod member.Figure 12 is the structural representation of the embodiment of the invention 12, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is hollow rod member.
At least a in the projection on the hush panel 4, raised line, pier, plate, sheet, pothole, the groove of the docking facilities 6 that feature of the present invention also is the connection location between the described hollow section 2.Figure 13 is the structural representation of the embodiment of the invention 13, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is projection and the groove on the hush panel 4.
Feature of the present invention is that also the docking facilities 6 of the connection location between the described hollow section 2 is nut or screw rod or both combinations.Figure 14 is the structural representation of the embodiment of the invention 14, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and the docking facilities 6 between its hollow section 2 is the combination of nut and screw rod.
Feature of the present invention also is iron wire, reinforcing bar, rope or their combination of docking facilities 6 for being provided with on the hush panel of the connection location between the described hollow section 2.Figure 15 is the structural representation of the embodiment of the invention 15, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, the iron wire of docking facilities 6 for being provided with on the hush panel between its hollow section 2.
Feature of the present invention is that also described hollow section 2 is provided with at least one in projection 12, raised line 13, external corner 14, groove 15, pothole 16, pit 17, inner corner trim 18, the chamfering 19, the perhaps above-mentioned step that is configured to.Figure 16 is the structural representation of the embodiment of the invention 16, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with the combination of projection 12, groove 15, pothole 16, pit 17.Figure 17 is the structural representation of the embodiment of the invention 17, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with raised line 13, external corner 14, inner corner trim 18, chamfering 19.
Feature of the present invention also is to be provided with stiffener 20 in the cavity of described hollow section 2, perhaps hush panel 4 also is stiffener 20 simultaneously, at least a in stiffening rib, bracing boom, stiffening ring, put more energy into net or the sandwich stiffening rib of stiffener 20, perhaps hollow section 2 also reveals rib, reveals muscle, reveals net, reveals bar or their combination.Figure 18 is the structural representation of the embodiment of the invention 18, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, be provided with stiffener 20 in the cavity of its hollow section 2, diagram stiffener 20 is the combination setting of stiffening rib, bracing boom, stiffening ring.
Feature of the present invention is that also described hollow section 2 is provided with at least one and fixes or movable dismountable spike 22, and perhaps spike also is provided with fixing or movable dismountable base plate 23 for 22 times.Figure 20 is the structural representation of the embodiment of the invention 20, many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, have Cast-in-place concrete to indulge rib 5 between the hollow section 2, and its hollow section 2 is provided with a plurality of fixing spikes 22, simultaneously, spike also is provided with movable dismountable base plate 23 for 22 times.
Feature of the present invention also is the cavity inside branch of described hollow section 2 or all is filled with lightweight filler 24.Figure 21 is the structural representation of the embodiment of the invention 21, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, all is filled with lightweight filler 24 in the cavity of its hollow section 2, and diagram lightweight filler 24 is an expanded perlite.
Feature of the present invention also is in described hollow section 2 or the hush panel 4 or both are provided with stiffener 25 simultaneously, stiffener 25 is at least a in reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, fiber, fleece, metal foil band, braid over braid, the strap, perhaps also has stiffener 25 to expose on the hollow section 2 simultaneously.Figure 22 is the structural representation of the embodiment of the invention 22, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with stiffener 25 in the hush panel 4 on its hollow section 2, and stiffener 25 is a steel wire, and stiffener 25 exposes outside the pipe simultaneously.
Feature of the present invention also is to be provided with prestressed reinforcement 26 or shaped steel reinforcing bar 27 in the vertical rib 5 of described cast-in-situ reinforced concrete.Figure 23 is the structural representation of the embodiment of the invention 23, and many hollow sections 2 are wrapped up in and are contained in the steel bar concrete 1, has Cast-in-place concrete to indulge rib 5 between the hollow section 2, is provided with prestressed reinforcement 26 and i shaped steel reinforcing bar 27 in the vertical rib 5 of its cast-in-situ reinforced concrete.
During the invention process, can make the hollow section 2 of hush panel 4 band docking facilitiess 5 earlier, prop up the hollow slab floor template, lay the Cast-in-place concrete rib steel muscle between superstructure lower bottom part reinforcing bar and the hollow section 2, lay hollow section 2, re-lay the superstructure upper reinforcement, check errorless rear pouring concrete, maintenance is to stipulating the length of time that the demoulding gets final product.
Claims (39)
1, a kind of cast-in-situ reinforcing steel bar concrete hollow slab, comprise steel bar concrete (1), hollow section (2), reinforced-bar concrete beam or dark beam (3), the pipe end of hollow section (2) is provided with hush panel (4), hollow section (2) is wrapped up in and is contained in the steel bar concrete (1), the cast-in-situ reinforced concrete that has formed between pipe along tube axis direction between hollow section (2) and the hollow section (2) is indulged rib (5), it is characterized in that at least one end of hollow section (2) is provided with the docking facilities (6) of the location that is connected to each other between the hollow section (2), the two ends of hollow section (2) are provided with fixed limit device (21), and the fixed limit device is a steel wire, iron wire, reinforcing bar or rope.
2, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that being connected to each other by the docking facilities (6) that vertically connects the location between at least two hollow sections (2), is closely to connect between the pipe end.
3, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1, it is characterized in that connecting by the docking facilities (6) that connects the location between at least two hollow sections (2), be provided with spacing (7) between the tube and tube, formed dark rib (8) between the Cast-in-place concrete end behind the interior pour concrete of spacing (7).
4, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3, dark rib (8) has formed elongated dark rib (9) each other between the Cast-in-place concrete end that it is characterized in that forming behind the interior pour concrete of described spacing (7) on same straight line, the bright beam in elongated dark rib (9) and the hollowcore slab or secretly beam (3) or supporting wall (10) are connected.
5, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 4 is characterized in that between described Cast-in-place concrete end thick variation of rib of dark rib (8) or elongated dark rib (9).
6, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3 is characterized in that dark orthogonal, the oblique or parallel of rib (8) between described Cast-in-place concrete end.
7, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3 is characterized in that between described Cast-in-place concrete end vertical rib (5) quadrature, oblique or parallel between dark rib (8) and pipe.
8, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3 is characterized in that between described Cast-in-place concrete end vertical rib (5) dislocation handing-over between dark rib (8) and pipe.
9, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3, dark rib (8) is the dark rib of Cast-in-place concrete abnormity between the Cast-in-place concrete end that it is characterized in that being provided with between adjacent two hush panel (4) of described hollow section (2), and the cross sectional shape of the dark rib of abnormity is cross, I-shaped, king's font or inverted T-shape.
10, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 9 is characterized in that also being provided with simultaneously in the dark rib of described abnormity one or more the combination in prestressed cable, reinforcing bar, reinforcing bar, the high-intensity fiber.
11, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 9 is characterized in that also being provided with simultaneously in the dark rib of described abnormity prestressed reinforcement.
12, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3 is provided with reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, high-strength carbon fibre silk, carbon fiber bundle, angle steel, channel-section steel or T-steel in the dark rib (8) between the Cast-in-place concrete end that it is characterized in that being provided with between adjacent two hush panel (4) of described hollow section (2).
13, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 3 is provided with prestressed reinforcement or L shaped steel in the dark rib (8) between the Cast-in-place concrete end that it is characterized in that being provided with between adjacent two hush panel (4) of described hollow section (2).
14, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that described hollow section (2) is a bellows.
15, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 14 is characterized in that described bellows (2) is a metal spiral seaming bellows.
16, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 14 is characterized in that described bellows (2) is the metal die bellows.
17, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 14 is characterized in that described bellows (2) is a plastic film capicitor.
18, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 14 is characterized in that the hush panel (4) of described bellows (2) is metal sheet, plastic plate, concrete plate, mortar plate or cardboard.
19, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 14, the hush panel (4) that it is characterized in that described bellows (2) is for containing fiber, reinforcing bar, gauze wire cloth, fibroreticulate concrete or mortar plate.
20, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that described hollow section (2) is Cement fibre pipe or cement steel wire webmaster.
21, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1, the body that it is characterized in that described hush panel (4) and hollow section (2) be global formation or the split manufacturing after be combined into one again.
22, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that described hollow section (2) or docking facilities (6) are provided with only floating member (11).
23,, it is characterized in that butt hole that the docking facilities (6) of the connection location between the described hollow section (2) is provided with for hush panel (4) goes up, hole or be connected latch or be both combination simultaneously with butt hole, hole are corresponding according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
24,, it is characterized in that the docking facilities (6) of the connection location between the described hollow section (2) is fixing or movable hoop according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
25, according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22, it is characterized in that the docking facilities (6) of the connection location between the described hollow section (2) is a rod member, rod member is solid or hollow rod member.
26, according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22, at least a in the projection on the hush panel (4), raised line, pier, plate, sheet, pothole, the groove of the docking facilities (6) that it is characterized in that the connection location between the described hollow section (2).
27,, it is characterized in that the docking facilities (6) of the connection location between the described hollow section (2) is nut or screw rod or both combinations according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
28,, it is characterized in that iron wire, reinforcing bar, rope or their combination of docking facilities (6) for being provided with on the hush panel of the connection location between the described hollow section (2) according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
29,, it is characterized in that described hollow section (2) is provided with at least one in projection (12), raised line (13), external corner (14), groove (15), pothole (16), pit (17), inner corner trim (18), the chamfering (19) according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
30, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 29 is characterized in that in described projection (12), raised line (13), external corner (14), groove (15), pothole (16), pit (17), inner corner trim (18), the chamfering (19) at least one is for step.
31, according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22, it is characterized in that being provided with stiffener (20) in the cavity of described hollow section (2), perhaps hush panel (4) also is stiffener (20) simultaneously, and stiffener (20) is stiffening rib, bracing boom, stiffening ring, at least a in the net of putting more energy into.
32, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 31 is characterized in that described hollow section (2) also reveals rib, reveals muscle, reveals net, reveals bar or their combination.
33, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 31 is characterized in that described stiffening rib is the sandwich stiffening rib.
34,, it is characterized in that described hollow section (2) is provided with at least one and fixes or movable dismountable spike (22) according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
35, cast-in-situ reinforcing steel bar concrete hollow slab according to claim 34 is characterized in that also being provided with under the spike (22) fixing or movable dismountable base plate (23).
36,, it is characterized in that the cavity inside branch of described hollow section (2) or all be filled with lightweight filler (24) according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
37, according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22, it is characterized in that in described hollow section (2) or the hush panel (4) or both are provided with stiffener (25) simultaneously that stiffener (25) is at least a in reinforcing bar, steel mesh reinforcement, steel wire, gauze wire cloth, fiber, fleece, metal foil band, braid over braid, the strap.
38,, it is characterized in that also having simultaneously on the described hollow section (2) stiffener (25) to expose according to the described cast-in-situ reinforcing steel bar concrete hollow slab of claim 37.
39,, it is characterized in that described cast-in-situ reinforced concrete is indulged to be provided with prestressed reinforcement (26) or shaped steel reinforcing bar (27) in the rib (5) according to the described cast-in-situ reinforcing steel bar concrete hollow slab of arbitrary claim in the claim 1 to 22.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03137264 CN1280491C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situs reinforced concrete hollow board |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03137264 Division CN1280491C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situs reinforced concrete hollow board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1952291A CN1952291A (en) | 2007-04-25 |
| CN100501061C true CN100501061C (en) | 2009-06-17 |
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Family Applications (9)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610136448 Pending CN1944846A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ steel reinforced concrete hollow plate |
| CN 03137264 Expired - Fee Related CN1280491C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situs reinforced concrete hollow board |
| CNB2006101364551A Expired - Fee Related CN100476121C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CN 200610143001 Pending CN1944849A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ steel reinforced concrete hollow plate |
| CN2006101364513A Expired - Fee Related CN1952290B (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101364528A Expired - Fee Related CN100501061C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101364547A Expired - Fee Related CN100535289C (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ reinforced concrete hollow plate |
| CNB2006101364532A Expired - Fee Related CN100535310C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CN 200610136450 Pending CN1952286A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ reinforced concrete hollow plate |
Family Applications Before (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610136448 Pending CN1944846A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ steel reinforced concrete hollow plate |
| CN 03137264 Expired - Fee Related CN1280491C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situs reinforced concrete hollow board |
| CNB2006101364551A Expired - Fee Related CN100476121C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CN 200610143001 Pending CN1944849A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ steel reinforced concrete hollow plate |
| CN2006101364513A Expired - Fee Related CN1952290B (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101364547A Expired - Fee Related CN100535289C (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ reinforced concrete hollow plate |
| CNB2006101364532A Expired - Fee Related CN100535310C (en) | 2003-06-02 | 2003-06-02 | Cast-in-situ reinforced concrete hollow slab |
| CN 200610136450 Pending CN1952286A (en) | 2003-06-02 | 2003-06-02 | Hollow pipe for cast-in-situ reinforced concrete hollow plate |
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| CN (9) | CN1944846A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101487315B (en) * | 2008-01-17 | 2013-03-20 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ concrete hollow slab |
| CN112627518A (en) * | 2020-12-24 | 2021-04-09 | 中铁大桥局集团第六工程有限公司 | Pore-forming device and pore-forming method for prestressed steel beam preformed hole |
| CN113502977B (en) * | 2021-07-14 | 2022-12-06 | 芜湖宇培筑工科技有限公司 | Cast-in-place concrete PVC hollow tube wallboard |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4211045A (en) * | 1977-01-20 | 1980-07-08 | Kajima Kensetsu Kabushiki Kaisha | Building structure |
| CH664785A5 (en) * | 1984-07-16 | 1988-03-31 | Alfred Maurer | CARRIER MUSHROOM BLANKET. |
| PT102019B (en) * | 1997-06-11 | 2001-11-30 | Ferreira Eduarda Fanha Nunes R | BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT |
| CN2467638Y (en) * | 2001-03-15 | 2001-12-26 | 邱则有 | Corrugated thin-shell cylinder for cast-in-situ concrete filling |
| CN2536688Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Assembled hollow tubular components |
| CN2536685Y (en) * | 2001-12-10 | 2003-02-19 | 邱则有 | Lightweight steel bar reinforced floor with tubular holes and strengthening means |
| CN2536682Y (en) * | 2001-12-10 | 2003-02-19 | 邱则有 | Steel bar reinforced floor with tubular holes |
| CN2536677Y (en) * | 2002-04-01 | 2003-02-19 | 邱则有 | Hollow thin wall pipe |
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2003
- 2003-06-02 CN CN 200610136448 patent/CN1944846A/en active Pending
- 2003-06-02 CN CN 03137264 patent/CN1280491C/en not_active Expired - Fee Related
- 2003-06-02 CN CNB2006101364551A patent/CN100476121C/en not_active Expired - Fee Related
- 2003-06-02 CN CN 200610143001 patent/CN1944849A/en active Pending
- 2003-06-02 CN CN2006101364513A patent/CN1952290B/en not_active Expired - Fee Related
- 2003-06-02 CN CNB2006101364528A patent/CN100501061C/en not_active Expired - Fee Related
- 2003-06-02 CN CNB2006101364547A patent/CN100535289C/en not_active Expired - Fee Related
- 2003-06-02 CN CNB2006101364532A patent/CN100535310C/en not_active Expired - Fee Related
- 2003-06-02 CN CN 200610136450 patent/CN1952286A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| CN1952290A (en) | 2007-04-25 |
| CN100476121C (en) | 2009-04-08 |
| CN1952292A (en) | 2007-04-25 |
| CN1952290B (en) | 2010-05-26 |
| CN1952293A (en) | 2007-04-25 |
| CN100535310C (en) | 2009-09-02 |
| CN100535289C (en) | 2009-09-02 |
| CN1553020A (en) | 2004-12-08 |
| CN1952291A (en) | 2007-04-25 |
| CN1944846A (en) | 2007-04-11 |
| CN1944849A (en) | 2007-04-11 |
| CN1952287A (en) | 2007-04-25 |
| CN1280491C (en) | 2006-10-18 |
| CN1952286A (en) | 2007-04-25 |
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