CN1880668B - Cast-in-situ reinforced concrete hollow slab - Google Patents
Cast-in-situ reinforced concrete hollow slab Download PDFInfo
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- CN1880668B CN1880668B CN2006101004857A CN200610100485A CN1880668B CN 1880668 B CN1880668 B CN 1880668B CN 2006101004857 A CN2006101004857 A CN 2006101004857A CN 200610100485 A CN200610100485 A CN 200610100485A CN 1880668 B CN1880668 B CN 1880668B
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Abstract
Disclosed is a cast-in-situ reinforced-bar concrete hollow slab, which comprises a reinforced-bar concrete (1) and lightweight blank members (2), the lightweight blank members (2) are partly or wholly enclosed in the reinforced-bar concrete (1), characterized in that at least one opening (3) for cast-in-situ concrete casting in the lightweight blank members (2) penetrates the two surfaces of the lightweight blank members (2), the cast-in-situ concrete is poured into the opening (3) to form a concrete column (4), the lightweight blank members (2) are solid, the two surfaces of the opening (3) are parallel, 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, andhollow bridges.
Description
The application for the applying date be that May 6, application number in 2003 are 200610004067.8, 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) background technology
Arch without beam is that present Cast-in-place Concrete Building Floor is used wider floor structural form, have that speed of application is fast, structure height is little, advantages such as ceiling decoration can be cut apart and need not to room area flexibly, the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99232921.3, name are called " cast-in-place reinforced concrete filling thin wall cylinder " utility model patent as the applicant in the patent No. of application on March 10th, 1999, it is made up of horniness thin-walled tube and two plugs, is applied to use as the lightening permanent loose tool in the arch without beam.The beam army in Shijiazhuang City, Hebei Province city and for example, the patent No. in application on February 23rd, 2000 is that ZL00203695.9, name are called the formwork that uses in " combination concrete hidden rib floor structure " utility model patent, Instructions Page 2 the 5th walk to the 7th line description " formwork can be solid; also can be hollow; light materials such as available plant straw, glass fiber reinforced plastic, sheet iron plate, glass fibre cement are made; its profile can be made shapes such as rectangle, circle, polygon according to designing requirement; ", being applied to equally make up in the concrete hidden rib superstructure also is to use as the lightening permanent loose tool.But no matter be hollow section or box, after being applied to superstructure as permanent light base-die, formed superstructure comprises that steel bar concrete, light carcass, some or all of the wrapping up in of light carcass are contained in the steel bar concrete, the stressed Force transmission parts of no superstructure in its light carcass, particularly when the light base-die size is big, show more obvious.Therefore, develop a kind of novel cast-in-situ reinforcing steel bar concrete hollow slab, improve the mechanical property of superstructure, 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, its shearing resistance, torsional property improve greatly, have significantly improved the mechanical property of hollowcore slab, simultaneously, also have characteristics such as simple in structure, easy construction, cost be low.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, light carcass, some or all of the wrapping up in of light carcass is contained in the steel bar concrete, it is characterized in that being provided with in the light carcass at least one Cast-in-place concrete cast runs through light carcass with hole two surfaces, Cast-in-place concrete is cast in the hole, forms superimposed concrete post or pier, and light carcass is solid carcass, light carcass is arranged at interval in Cast-in-place concrete, is formed cast-in-place concrete hidden rib each other.Like this, have the dark close rib of many crisscross Cast-in-place concretes in the hollowcore slab, corresponding hollowcore slab is close rib hollowcore slab.Owing on light carcass, there is the hole of Cast-in-place concrete cast usefulness to run through light carcass, Cast-in-place concrete enters in the hole, after treating setting and harden, superimposed concrete post or pier have been formed, thereby in loose tool, formed the stressed and Force transmission parts of hollowcore slab, improved the mechanical property of hollowcore slab greatly, particularly improved the shearing resistance of hollowcore slab greatly, antitorque mechanical property, simultaneously, light carcass is solid carcass, and the making of light carcass is simpler relatively, even light carcass has breakage in carrying and work progress, also needn't repair, it is more convenient to construct, and construction cost is lower, and intensity is better, simultaneously, the insulation of hollowcore slab, heat insulation, sound insulation value is better; In addition, also have characteristics such as simple in structure, easy construction, cost be low, be applicable to that hollow building cover, roof system, sole plate, body of wall, the hollow bridges of various cast-in-situ reinforced concretes or prestressed reinforced concrete used, be specially adapted to hollow arch without beam and use.
Feature of the present invention is also that described cast-in-place concrete hidden rib is orthogonal thereto, oblique or wrong the friendship are arranged.Like this, formed hollowcore slab structure can satisfy the structure needs of different occasions.
Feature of the present invention is that also at least one end of described hole is a gradual change enlarging shape hole, corresponding formation Cast-in-place concrete distortion cap.Like this, can improve the Cast-in-place concrete post of formation in the hole or the stress of pier greatly, form arc-shaped transition around the corner, reduce stress and concentrate.
Feature of the present invention is that also described hole is sudden change enlarging shape hole, corresponding formation Cast-in-place concrete sudden change shape cap.Like this, can form the cap or the pier cap of Cast-in-place concrete post or pier, improve the hollowcore slab mechanical property.
Feature of the present invention also is to have on the surface of the light carcass of at least one end of described hole at least one groove to link to each other with hole.Like this, Cast-in-place concrete enters in the groove can form Cast-in-place concrete rib or reinforcing rib, further improves the mechanical property of superstructure, improves the mutual wedge action between lightening permanent loose tool and the Cast-in-place concrete, improves the globality of hollowcore slab.
Feature of the present invention is that also the side of described groove or bottom surface or both are arc.Like this, the mutual wedge action between lightening permanent loose tool and the Cast-in-place concrete is better.
Feature of the present invention is that also described groove is above step sudden expansion connected in star or the wide connected in star of flaring of one-level.Like this, formed Cast-in-place concrete rib or reinforcing rib are step, the corresponding mechanical property of improving hollowcore slab.
Feature of the present invention is that also described groove is parallel to each other or is communicated with, and is parallel, quadrature or oblique each other and arranges.Like this, can design according to actual needs,, reduce the construction cost of hollowcore slab to satisfy the needs of various different occasions.
It is the intersection point of quadrature or oblique that feature of the present invention also is between the described groove with the hole.Like this, the Cast-in-place concrete rib of formation or reinforcing rib and Cast-in-place concrete post or pier are interconnected to integral body, have improved the globality and the mechanical property of hollowcore slab.
Feature of the present invention is that also the intersection location of groove is provided with perforated holes and is attached thereto logical.
Feature of the present invention also is on the peripheral side of described light carcass at least one groove is arranged.Like this, in groove, can form Cast-in-place concrete rib or reinforcing rib.When groove when being vertical and big, then form Cast-in-place concrete post or pier, further improved the mechanical property of hollowcore slab.
Feature of the present invention is that also the axis of the axis of at least one hole and at least one carcass lateral grooves is in a plane.Like this, formed superimposed concrete post and ribs or muscle and Cast-in-place concrete panel can form force structure preferably.
Feature of the present invention is that also at least one end of at least one hole has at least one local recessed zone to link to each other with hole.Like this, can make things convenient on the one hand the cast of Cast-in-place concrete, guarantee that concrete is closely knit in the hole, the Cast-in-place concrete in the recessed area can improve post or the pier stress concentration phenomenon in the corner on the other hand.
Feature of the present invention is that also described recessed zone is the above step recessed area of secondary.Like this, can form the cap structure of hollowcore slab, improve the stress performance of hollowcore slab.
Feature of the present invention is that also the size of at least one end of described hole greater than the center, is step or arc horn mouth.Like this, the concrete cast is more convenient, can effectively improve post or pier stress concentration phenomenon around the corner.
Feature of the present invention also is to have on the surface of at least one end light carcass of hole at least one in boss or raised line or the protruding nail.Like this, the mutual build-in between lightening permanent loose tool and the Cast-in-place concrete is better, and the globality of hollowcore slab is stronger.
Feature of the present invention is that also described hole is being arranged in a row on the light carcass or more than two rows, is being parallel each other between the hole cross-section center line more than two rows or quadrature or oblique layout.Like this, can design,, reduce the construction cost of hollowcore slab to satisfy the needs of different situations according to actual.
Feature of the present invention is that also the cross section of described hole is circle or polygon or arc angle polygon or ellipse or similar round or class ellipse or cross.Like this, more convenient design is selected for use, helps reducing construction cost.
Feature of the present invention is that also described light carcass is the solid of folder light material in the hard thin-wall.Like this, the intensity of light carcass is better, simultaneously, the insulation of hollowcore slab, heat insulation, sound insulation value is better.
Feature of the present invention also is in the described light carcass reinforcement is arranged, and reinforcement is at least one in stiffening rib or bracing boom or the reinforcing rib.Like this, the intensity and the rigidity of light carcass are higher, and the globality of hollowcore slab is better.
Feature of the present invention is that also described reinforcement is the compound reinforcement of cement gel ramming material and reinforce.Like this, the intensity and the rigidity of reinforcement are better, and the mechanical property of hollowcore slab is better.
Feature of the present invention is that also described reinforce is at least a in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, fibrous mesh cloth or fleece, nonwoven, the thin band.Like this, reinforce wide in variety can be selected according to design and the needs of producing, and help reducing the construction cost of hollowcore slab.
Feature of the present invention is that also the surface of described light carcass exposes reinforce is arranged.Like this, the bonding between lightening permanent loose tool and the Cast-in-place concrete is more firm, and the globality of hollowcore slab is better.
Feature of the present invention also is hole quadrature or the oblique on the side around on the described light carcass.Like this, can satisfy the needs of different designs and construction.
Feature of the present invention is that also described hole is communicated with peripheral side and soffit.
Feature of the present invention is that also described light carcass shape of cross section is that rectangle or square or cross or polygon are circular or oval.Like this, can satisfy the needs of different designs and construction, help reducing the construction cost of hollowcore slab.
Feature of the present invention is that also described polygon is arc angle polygon or re-entrant angle polygon.
Feature of the present invention is that also described circle is a similar round.
Feature of the present invention is that also described ellipse is the class ellipse.
Feature of the present invention also is to be useful on the described light carcass link connected to one another between the light carcass.Like this, when construction, can make things convenient for the construction of lightening permanent loose tool, make loose tool connection each other more convenient, the speed of application of hollowcore slab is faster.Link can be tube connector, cutting ferrule, bolt, bar dowel, weldment etc.
Feature of the present invention also is to have on the peripheral side of described light carcass the boss mould or the pothole of evagination.Like this, can further improve the mutual wedge action between lightening permanent loose tool and the Cast-in-place concrete, improve the globality of hollowcore slab.
Feature of the present invention also is to be connected and fixed member on the described light carcass.Like this, make things convenient for the construction of lightening permanent loose tool, particularly itself and lower support or template is connected and fixed.Be connected and fixed member and can be drag hook, draw ring, iron wire etc.
Feature of the present invention is that also the thin-walled of described light carcass is a metal sheet.Like this, can adopt metallic stamping pieces as the lightening permanent loose tool.As adopt metal corrugated plate as thin-walled.
Feature of the present invention is that also the thin-walled of described light carcass is the composite construction of cement gel ramming material and reinforce.Like this, the intensity height of thin-walled, not cracky; Its composite construction can adopt one deck cementitious matter one deck reinforce layer structure of one deck cementitious matter again, and it is more convenient easy to make.Simultaneously, the surface of light carcass also can be exposed reinforce.
Feature of the present invention is that also the thin-walled of described hole or the thin-walled of groove are metallic walls or wire lath wall or carbon fiber wall.
Feature of the present invention also is to be provided with prestressed reinforcement in the described steel bar concrete.Like this, hollowcore slab is applicable to the hollow-core construction of striding the footpath greatly, and its stress performance is better, and supporting capacity is higher, and crack resistance is better.
Feature of the present invention also is to be provided with reinforcing bar in the described steel bar concrete, and reinforcing bar is at least a in cold-rolled forming section, i iron, angle steel, channel-section steel or the band steel.Like this, the supporting capacity of hollowcore slab is higher, and is stressed better with transmission force property, is applicable to stressed bigger hollow-core construction occasion.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is steel bar concrete, and 2 is light carcass, and 3 are the cast hole, and 4 is superimposed concrete post, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, have a plurality of light carcass 2 to wrap up in the hollowcore slab and be contained in the steel bar concrete 1, the hole 3 of a perforation is arranged on the light carcass 2, cast-in-situ reinforced concrete 1 is poured into and forms superimposed concrete post 4 in the hole 3.
Fig. 2 is the structural representation of the embodiment of the invention 2, and its four light carcass 2 arrange, and wrap up in fully and be contained in the steel bar concrete 1 that the interval between the light carcass 2 has formed cast-in-place concrete hidden rib 5 at interval.
Fig. 3 is the structural representation of the embodiment of the invention 3, and its light carcass 2 has formed the two-way cast in place reinforced bar concrete hidden rib 5 of quadrature each other alternately, and lightweight member 2 also can be set to oblique or the wrong interval of arranging of handing over each other.
Fig. 4 is the structural representation of the embodiment of the invention 4, and it is wrapped up in the light carcass 2 that contains and is provided with four holes 3, and is parallel each other, corresponding Cast-in-place concrete superposed column 4 layouts parallel to each other.
Fig. 5 is the structural representation of the embodiment of the invention 5, and in its cast-in-situ reinforcing steel bar concrete hollow slab, wrapping up in the light carcass 2 that contains, to be provided with two ends be gradual change enlarging shape hole 3, and after concrete was poured in the hole 3, two ends had formed Cast-in-place concrete distortion cap.
Fig. 6 is the structural representation of the embodiment of the invention 6, during it is cast-in-place concrete cored, wraps up on the light carcass 2 that contains, the hole 3 that is provided with is sudden change enlarging shape hole, after concrete is poured in the hole 3, form the cast-in-situ reinforcing steel bar concrete hollow slab of band Cast-in-place concrete sudden change shape cap, be illustrated as the step cap.
Fig. 7 is the structural representation of the embodiment of the invention 7, during it is cast-in-place concrete cored, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is provided with the groove 6 of quadrature in length and breadth, and groove 6 intersection location are provided with perforated holes 3 and are attached thereto logical.
Fig. 8 is the structural representation of the embodiment of the invention 8, during it is cast-in-place concrete cored, wraps up in and contains a plurality of light carcass 2, and the groove 5 on its light carcass 2 is the wide connected in star of flaring, behind the Cast-in-place concrete, forms band wide shape reinforcing rib of flaring or rib.
Fig. 9 is the structural representation of the embodiment of the invention 9, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and sidewall is provided with the groove 6 of a plurality of up/down perforations around the light carcass 2, behind the cast-in-situ reinforced concrete 1, forms dark rib 5.
Figure 10 is the structural representation of the embodiment of the invention 10, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, light carcass 2 is provided with the hole 3 of a plurality of up/down perforations, is provided with the local recessed zone 7 that links to each other with hole 3 in the upper end of hole 3.
Figure 11 is the structural representation of the embodiment of the invention 11, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of carcasses 2, light carcass 2 is provided with a plurality of cast holes 3, the cross sectional shape of hole 3 is circular, and hole 3 both ends sizes are greater than the center size, curved horn mouth.
Figure 12 is the structural representation of the embodiment of the invention 12, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is provided with boss 8, raised line 9 and protruding nail 10.
Figure 13 is the structural representation of the embodiment of the invention 13, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is a solid.
Figure 14 is the structural representation of the embodiment of the invention 14, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is filled with light material 12 in the light carcass 2, is illustrated as foamed plastics.
Figure 15 is the structural representation of the embodiment of the invention 15, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of carcasses 2, is provided with reinforcement 13 in the light carcass 2, and reinforcement 13 is stiffening rib, bracing boom or reinforcing rib.
Figure 16 is the structural representation of the embodiment of the invention 16, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is useful on the cylindric link 15 that light carcass 2 is connected on the light carcass 2.
Figure 17 is the structural representation of the embodiment of the invention 17, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and outer wall is provided with and exposes or the boss mould 16 and the pothole 17 of indent around the light carcass 2.
Figure 18 is the structural representation of the embodiment of the invention 18, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is spaced between the light carcass 2, forms cast-in-place concrete hidden rib 5, is provided with prestressed reinforcement 19 in cast-in-place concrete hidden rib 5.
Figure 19 is the structural representation of the embodiment of the invention 19, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, be spaced between the light carcass 2, form cast-in-place rib 5, simultaneously, in cold-rolled forming section, i iron, angle steel, channel-section steel, the wall steel one or more can be set in cast-in-place rib 5, be illustrated as i iron.
(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, light carcass 2, light carcass 2 some or all of wrapping up in are contained in the steel bar concrete 1, it is characterized in that being provided with in the light carcass 2 at least one Cast-in-place concrete cast runs through light carcass 2 with hole 3 two surfaces, Cast-in-place concrete is cast in the hole 3, forms superimposed concrete post or pier, and light carcass 2 is solid carcass, light carcass 2 is arranged at interval in Cast-in-place concrete, is formed cast-in-place concrete hidden rib 5 each other.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is steel bar concrete, and 2 is light carcass, and 3 are the cast hole, and 4 is superimposed concrete post or pier, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, have a plurality of light carcass 2 to wrap up in the hollowcore slab and be contained in the steel bar concrete 1, the hole 3 of a perforation is arranged on the light carcass 2, cast-in-situ reinforced concrete 1 is poured into and forms superimposed concrete post or pier 4 in the hole 3.As shown in figure 13, have a Cast-in-place concrete to pour into a mould two surfaces running through light carcass 2 with hole 3 in the light carcass 2, light carcass 2 is solid carcass, and upper and lower two the surperficial coverboards that reveal hole 3 are parallel.
Fig. 2 is the structural representation of the embodiment of the invention 2, and its four light carcass 2 arrange, and wrap up in fully and be contained in the steel bar concrete 1 that the interval between the light carcass 2 has formed cast-in-place concrete hidden rib 5 at interval.
The present invention is also that described cast-in-place concrete hidden rib is 5 orthogonal thereto, oblique or wrong the friendship are arranged.Fig. 3 is the structural representation of the embodiment of the invention 3, and its light carcass 2 has formed the two-way cast in place reinforced bar concrete hidden rib 5 of quadrature each other alternately, and lightweight member 2 also can be set to oblique or the wrong interval of arranging of handing over each other.
The present invention is that also at least one end of described hole 3 is a gradual change enlarging shape hole, corresponding formation Cast-in-place concrete distortion cap.Fig. 5 is the structural representation of the embodiment of the invention 5, and in its cast-in-situ reinforcing steel bar concrete hollow slab, wrapping up in the light carcass 2 that contains, to be provided with two ends be gradual change enlarging shape hole 3, and after concrete was poured in the hole 3, two ends had formed Cast-in-place concrete distortion cap.
The present invention is that also described hole 3 is sudden change enlarging shape hole, corresponding formation Cast-in-place concrete sudden change shape cap.Fig. 6 is the structural representation of the embodiment of the invention 6, during it is cast-in-place concrete cored, wraps up on the light carcass 2 that contains, the hole 3 that is provided with is sudden change enlarging shape hole, after concrete is poured in the hole 3, form the cast-in-situ reinforcing steel bar concrete hollow slab of band Cast-in-place concrete sudden change shape cap, be illustrated as the step cap.
The present invention also is to have on the surface of the light carcass 1 of at least one end of described hole 3 at least one groove 6 to link to each other with hole 3.Fig. 7 is the structural representation of the embodiment of the invention 7, during it is cast-in-place concrete cored, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is provided with the groove 6 of quadrature in length and breadth, and groove 6 intersection location are provided with perforated holes 3 and are attached thereto logical.
The present invention is that also the side of described groove 6 or bottom surface or both are arc.As shown in Figure 7, the side of groove 6, bottom surface both be arc.
The present invention is that also described groove 6 is one-level above step sudden expansion connected in star or the wide connected in star of flaring.Fig. 8 is the structural representation of the embodiment of the invention 8, during it is cast-in-place concrete cored, wraps up in and contains a plurality of light carcass 2, and the groove 5 on its light carcass 2 is the wide connected in star of flaring, behind the Cast-in-place concrete, forms band wide shape reinforcing rib of flaring or rib.
The present invention is that also described groove 6 is parallel to each other or is communicated with, and is parallel, quadrature or oblique each other and arranges.As shown in Figure 8, groove 6 communicates with each other, and is to be parallel to each other and the quadrature setting.
It is the intersection point of quadrature or oblique that the present invention also is between the described groove 6 with hole 3.As shown in Figure 8, be the intersection point of quadrature with hole 3 between its groove 6.
The present invention is that also the intersection location of groove 6 is provided with perforated holes 3 and is attached thereto logical.
The present invention also is on the peripheral side of described light carcass 2 at least one groove 6 is arranged.Fig. 9 is the structural representation of the embodiment of the invention 9, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and sidewall is provided with the groove 6 of a plurality of up/down perforations around the light carcass 2, behind the cast-in-situ reinforced concrete 1, forms dark rib 5.
The present invention is that also the axis of the axis of at least one hole 3 and at least one carcass lateral grooves 6 is in a plane.As shown in Figure 9, the axis of the groove 6 of the axis of its hole 3 and carcass side is in a plane.
The present invention is that also at least one end of at least one hole 3 has at least one local recessed zone 7 to link to each other with hole 3.Figure 10 is the structural representation of the embodiment of the invention 10, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, light carcass 2 is provided with the hole 3 of a plurality of up/down perforations, is provided with the local recessed zone 7 that links to each other with hole 3 in the upper end of hole 3.
The present invention is that also described recessed zone 7 is the above step recessed area of secondary.As shown in figure 10, its recessed zone 7 is a two stage steps shape recessed area.
The present invention is that also the size of at least one end of described hole 3 greater than the center, is step or arc horn mouth.Figure 11 is the structural representation of the embodiment of the invention 11, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of carcasses 2, light carcass 2 is provided with a plurality of cast holes 3, the cross sectional shape of hole 3 is circular, and hole 3 both ends sizes are greater than the center size, curved horn mouth.
The present invention also is to have on the surface of at least one end light carcass 2 of hole 3 at least one in boss 8 or raised line 9 or the protruding nail 10.Figure 12 is the structural representation of the embodiment of the invention 12, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is provided with boss 8, raised line 9 and protruding nail 10.
The present invention is that also described hole 3 is being arranged in a row on the light carcass 2 or more than two rows, is being parallel each other between the hole 3 cross-section center lines more than two rows or quadrature or oblique layout.As shown in figure 12, its hole 3 is arranged in two rows on light carcass 2, and the line of centres of its hole 3 is parallel and quadrature.
The present invention is that also the cross section of described hole 3 is circle or polygon or arc angle polygon or ellipse or similar round or class ellipse or cross.As shown in figure 12, the cross section of its hole 3 is a quadrangle.
Figure 13 is the structural representation of the embodiment of the invention 13, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and light carcass 2 is a solid.
The present invention also is the solid of described light carcass 2 for folder light material 12 in the hard thin-wall 11.Figure 14 is the structural representation of the embodiment of the invention 14, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is filled with light material 12 in the light carcass 2, is illustrated as foamed plastics.
To shown in Figure 6, light carcass 2 is the cavity thin-walled matrix as Fig. 1.
The present invention also is in the described light carcass 2 reinforcement 13 is arranged, and reinforcement 13 is at least one in stiffening rib or bracing boom or the reinforcing rib.Figure 15 is the structural representation of the embodiment of the invention 15, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of carcasses 2, is provided with reinforcement 13 in the light carcass 2, and reinforcement 13 is stiffening rib, bracing boom or reinforcing rib.
The present invention also is the compound reinforcement of described reinforcement 13 for cement gel ramming material and reinforce 14.As shown in figure 15, reinforcement 13 is the compound reinforcement of cement gel ramming material and reinforce 14.
The present invention also is at least a in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, fibrous mesh cloth or fleece, nonwoven, the thin band of described reinforce 14.As shown in figure 15, reinforce 14 is a reinforcing bar.
The present invention is that also the surface of described light carcass 2 exposes reinforce 14 is arranged.As shown in figure 15, the reinforce 14 that exposes is reinforcing bar and steel mesh reinforcement.
The present invention also is hole 3 quadrature or the oblique on the side around on the described light carcass 2.As shown in Figure 3, its hole 3 oblique on the side around.
The present invention is that also described hole 3 is communicated with peripheral side and soffit.As shown in Figure 3.
The present invention is that also described light carcass 2 shape of cross sections are that rectangle or square or cross or polygon are circular or oval.As shown in figure 15, the shape of cross section of light carcass 2 is a square.
The present invention is that also described polygon is arc angle polygon or re-entrant angle polygon.
The present invention is that also described circle is a similar round.
The present invention is that also described ellipse is the class ellipse.
The present invention also is to be useful on the described light carcass 2 link 15 connected to one another between the light carcass.Figure 16 is the structural representation of the embodiment of the invention 16, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is useful on the cylindric link 15 that light carcass 2 is connected on the light carcass 2.
The present invention also is to have on the peripheral side of described light carcass 2 the boss mould 16 or the pothole 17 of evagination.Figure 17 is the structural representation of the embodiment of the invention 17, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, and outer wall is provided with and exposes or the boss mould 16 and the pothole 17 of indent around the light carcass 2.
The present invention also is to be connected and fixed member 18 on the described light carcass 2.As shown in figure 17, there is drag hook type to be connected and fixed member 18 on the light carcass 2.
The present invention is that also the thin-walled 11 of described light carcass 2 is metal sheet.
The present invention also is the composite construction of the thin-walled 11 of described light carcass 2 for cement gel ramming material and reinforce 14.
The present invention is that also the surface of described light carcass 2 exposes reinforce 14 is arranged.
The present invention is that also the thin-walled 11 of described hole 3 or the thin-walled 11 of groove 6 are metallic walls or wire lath wall or carbon fiber wall.
The present invention also is to be provided with prestressed reinforcement 19 in the described steel bar concrete 1.Figure 18 is the structural representation of the embodiment of the invention 18, in its cast-in-situ reinforcing steel bar concrete hollow slab, wraps up in and contains a plurality of light carcass 2, is spaced between the light carcass 2, forms cast-in-place concrete hidden rib 5, is provided with prestressed reinforcement 19 in cast-in-place concrete hidden rib 5.
The present invention also is to be provided with reinforcing bar 20 in the described steel bar concrete 1, and reinforcing bar 20 is at least a in cold-rolled forming section, i iron, angle steel, channel-section steel or the band steel.Figure 19 is the structural representation of the embodiment of the invention 19, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, be spaced between the light carcass 2, form cast-in-place rib 5, simultaneously, in cold-rolled forming section, i iron, angle steel, channel-section steel, the wall steel one or more can be set in cast-in-place rib 5, be illustrated as i iron.
During the invention process, press earlier the construction requirement mounting template, lay base plate reinforcing bar and dark beam, rib steel muscle secretly, light carcass 2 is installed then, re-lay upper reinforcement, pour concrete after the acceptance(check), treat the concrete setting and harden after, form removal promptly gets cast-in-situ reinforcing steel bar concrete hollow slab.
Claims (39)
1. cast-in-situ reinforcing steel bar concrete hollow slab, comprise steel bar concrete (1), light carcass (2), some or all of the wrapping up in of light carcass (2) is contained in the steel bar concrete (1), it is characterized in that being provided with in the light carcass (2) at least one Cast-in-place concrete cast runs through light carcass (2) with hole (3) two surfaces, Cast-in-place concrete is cast in the hole (3), form superimposed concrete post or pier, light carcass (2) is solid carcass, light carcass (2) is arranged at interval in Cast-in-place concrete, is formed cast-in-place concrete hidden rib (5) each other.
2. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that described cast-in-place concrete hidden rib (5) is orthogonal thereto, oblique or wrong the friendship arrange.
3. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1, at least one end that it is characterized in that described hole (3) are gradual change enlarging shape hole, corresponding formation Cast-in-place concrete distortion cap.
4. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that described hole (3) is sudden change enlarging shape hole, corresponding formation Cast-in-place concrete sudden change shape cap.
5. according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs, it is characterized in that on the surface of the light carcass (2) of at least one end of described hole (3), having at least one groove (6) to link to each other with hole (3).
6. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 5 is characterized in that the side of described groove (6) or bottom surface or both are arc.
7. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 5 is characterized in that described groove (6) is one-level above step sudden expansion connected in star or the wide connected in star of flaring.
8. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 5 is characterized in that described groove (6) is parallel to each other or is communicated with, and is parallel, quadrature or oblique each other and arranges.
9. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 8 is characterized in that between the described groove (6) with hole (3) being the intersection point of quadrature or oblique.
10. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 8, the intersection location that it is characterized in that groove (6) is provided with perforated holes (3) and is attached thereto logical.
11., it is characterized in that on the peripheral side of described light carcass (2) at least one groove (6) being arranged according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
12. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 11, the axis that it is characterized in that the axis of at least one hole (3) and at least one carcass lateral grooves (6) is in a plane.
13., it is characterized in that at least one end of at least one hole (3) has at least one local recessed zone (7) to link to each other with hole (3) according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
14. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 13 is characterized in that described recessed zone (7) is the above step recessed area of secondary.
15. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 13, the size of at least one end that it is characterized in that described hole (3) is step or arc horn mouth greater than the center.
16., it is characterized in that having on the surface of at least one end light carcass (2) of hole (3) at least one in boss (8) or raised line (9) or the protruding nail (10) according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
17. according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs, it is characterized in that described hole (3) is being arranged in a row on the light carcass (2) or more than two rows, is being parallel each other between hole (3) the cross-section center line more than two rows or quadrature or oblique layout.
18. according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs, the cross section that it is characterized in that described hole (3) is circle or polygon or ellipse or cross.
19. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 18 is characterized in that described polygon is the arc angle polygon.
20. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 1 is characterized in that the solid of described light carcass (2) for folder light material (12) in the hard thin-wall (11).
21. according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs, it is characterized in that reinforcement (13) is arranged in the described light carcass (2), reinforcement (13) is at least one in stiffening rib or bracing boom or the reinforcing rib.
22. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 21 is characterized in that the compound reinforcement of described reinforcement (13) for cement gel ramming material and reinforce (14).
23. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 22 is characterized in that at least a in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, fibrous mesh cloth or fleece, nonwoven, the thin band of described reinforce (14).
24. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 22, expose on the surface that it is characterized in that described light carcass (2) has reinforce (14).
25., it is characterized in that hole (3) quadrature or oblique on the side around on the described light carcass (2) according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
26. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 25 is characterized in that described hole (3) is communicated with peripheral side and soffit.
27., it is characterized in that described light carcass (2) shape of cross section is that cross or polygon are circular or oval according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
28. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 27 is characterized in that described polygon is rectangle or square.
29. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 27 is characterized in that described polygon is arc angle polygon or re-entrant angle polygon.
30., it is characterized in that being useful on the described light carcass (2) link connected to one another (15) between the light carcass according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
31., it is characterized in that having on the peripheral side of described light carcass (2) the boss mould (16) or the pothole (17) of evagination according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
32., it is characterized in that being connected and fixed on the described light carcass (2) member (18) according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
33. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 20, the thin-walled (11) that it is characterized in that described light carcass (2) is a metal sheet.
34. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 20 is characterized in that the composite construction of the thin-walled (11) of described light carcass (2) for cement gel ramming material and reinforce (14).
35. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 34, expose on the surface that it is characterized in that described light carcass (2) has reinforce (14).
36. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 5 is characterized in that the thin-walled of hole (3) or the thin-walled of groove (6) are metallic walls or carbon fiber wall.
37. a kind of cast-in-situ reinforcing steel bar concrete hollow slab according to claim 36 is characterized in that metallic walls is the wire lath wall.
38., it is characterized in that being provided with in the described steel bar concrete (1) prestressed reinforcement (19) according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs.
39. according to claim 1,2,3 or 4 described a kind of cast-in-situ reinforcing steel bar concrete hollow slabs, it is characterized in that being provided with in the described steel bar concrete (1) reinforcing bar (20), reinforcing bar (20) is at least a in cold-rolled forming section, i iron, angle steel, channel-section steel or the band steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006101004857A CN1880668B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006101004857A CN1880668B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
Related Parent Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100040678A Division CN100535303C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situs hollow board of reinforcing bar concrete |
| CN 03118346 Division CN1243174C (en) | 2003-05-06 | 2003-05-06 | In-situ cast hollow reinforced concrete board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1880668A CN1880668A (en) | 2006-12-20 |
| CN1880668B true CN1880668B (en) | 2010-07-14 |
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| CN2006101004857A Expired - Fee Related CN1880668B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
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|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
| CN1197426A (en) * | 1996-07-12 | 1998-10-28 | 株式会社久斯特 | Concrete panel and method of prodn. thereof |
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| CN2359371Y (en) * | 1998-04-29 | 2000-01-19 | 樊立 | Light rack board |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
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- 2003-05-06 CN CN2006101004857A patent/CN1880668B/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
| CN1197426A (en) * | 1996-07-12 | 1998-10-28 | 株式会社久斯特 | Concrete panel and method of prodn. thereof |
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| CN2359371Y (en) * | 1998-04-29 | 2000-01-19 | 樊立 | Light rack board |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
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| JP特开平7-269022A 1995.10.17 |
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| CN1880668A (en) | 2006-12-20 |
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