CN1891941A - Light base for cast-in-place steel reinforced concrete hollow slab - Google Patents
Light base for cast-in-place steel reinforced concrete hollow slab Download PDFInfo
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- CN1891941A CN1891941A CN 200610100480 CN200610100480A CN1891941A CN 1891941 A CN1891941 A CN 1891941A CN 200610100480 CN200610100480 CN 200610100480 CN 200610100480 A CN200610100480 A CN 200610100480A CN 1891941 A CN1891941 A CN 1891941A
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- light carcass
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- carcass
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- 229910000831 Steel Inorganic materials 0.000 title claims description 19
- 239000010959 steel Substances 0.000 title claims description 19
- 239000011150 reinforced concrete Substances 0.000 title abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 133
- 239000007787 solid Substances 0.000 claims abstract description 16
- 238000005266 casting Methods 0.000 claims abstract description 15
- 238000011065 in-situ storage Methods 0.000 claims description 77
- 230000002787 reinforcement Effects 0.000 claims description 31
- 238000010276 construction Methods 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 13
- 230000008859 change Effects 0.000 claims description 11
- 239000011159 matrix material Substances 0.000 claims description 11
- 230000002093 peripheral effect Effects 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 58
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000009413 insulation Methods 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The invention is a lightweight body for cast-in-site reinforced concrete hollow slab, characterized in that only a concrete casting hole runs through its two surfaces, and it is a solid body, and the top and bottom holed surfaces are parallel. And it is applied to various cast-in-site reinforced concrete or prestressed reinforced concrete hollow floor systems, house covers, foundation slabs, walls and hollow 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 light carcass for in-situ casting concrete hollow panel.
(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 light carcass for in-situ casting concrete hollow panel, 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 light carcass for in-situ casting concrete hollow panel, 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 light carcass, it is characterized in that having only a Cast-in-place concrete to pour into a mould two surfaces running through light carcass with hole in the middle part of the light carcass, light carcass is solid carcass, and upper and lower two surfaces of revealing hole are parallel.Like this, 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, form superimposed concrete post or pier, 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, 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, construction cost is lower, intensity is better, simultaneously, and 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 also is between the described hole two ends it is the hole wall of sealing.
Feature of the present invention is that also described hole is formed by hollow pipe fitting.
Feature of the present invention is that also described hole axis is vertical with upper and lower two surperficial coverboards.
Feature of the present invention is that also described hole axis is parallel with the ambient side coverboard.
Feature of the present invention is that also at least one end of described hole is a gradual change enlarging shape hole.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.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 described adjacent holes is communicated with by the upper surface or the groove on the soffit of light carcass.
Feature of the present invention also is the upper surface of described light carcass or/and the groove on the soffit is the groined type layout, and is communicated with four holes.
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 described at least one hole and at least one above 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 described 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 arranged in a row or two or more rows on light carcass, be parallel each other between two rows or 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 is polygonal or oval or the combination of similar round or class ellipse or cross or above-mentioned shape reducing cross section or above-mentioned shape.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 a solid.Like this, the making of light carcass is simpler relatively, even light carcass has breakage in carrying and work progress, also needn't repair, and it is more convenient to construct, and construction cost is lower.
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 is that also described light carcass is a hollow matrix.Like this, the weight of light carcass is lighter, and it is more convenient to carry, construct.
Feature of the present invention is that also described light carcass is cavity thin-walled matrix or macropore hollow matrix or porous hollow carcass.Like this, can select according to actual needs, make things convenient for design and construction unit to select for use, help reducing the construction cost of hollowcore slab.
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 reinforcing rib reinforcement and vertical bracing boom reinforcement intersect.
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 net, 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 is square or cross or polygon is circular or oval or the combination of their shape.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.
(4) description of drawings
Fig. 1 is the structural representation of the light carcass embodiment 1 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention.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 light carcass embodiment 2 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 3 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, its light carcass 2 each other alternately, formed the two-way cast in place reinforced bar concrete hidden rib 5 of quadrature, 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 light carcass embodiment 4 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 5 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 6 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wrap 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 light carcass embodiment 7 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wrap up in and contain a plurality of light carcass 2, 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 light carcass embodiment 8 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wraps up in and contain a plurality of light carcass 2, the groove 5 on its light carcass 2 is the wide connected in star of flaring, behind the Cast-in-place concrete, form band wide shape reinforcing rib of flaring or rib.
Fig. 9 is the structural representation of the light carcass embodiment 9 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, 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, form dark rib 5.
Figure 10 is the structural representation of the light carcass embodiment 10 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 11 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain 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, hole 3 both ends sizes are greater than the center size, curved horn mouth.
Figure 12 is the structural representation of the light carcass embodiment 12 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 13 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 14 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 15 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of carcasses 2, be provided with reinforcement 13 in the light carcass 2, reinforcement 13 is stiffening rib, bracing boom or reinforcing rib.
Figure 16 is the structural representation of the light carcass embodiment 16 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 17 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, 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 light carcass embodiment 18 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 concrete hidden rib 5, in cast-in-place concrete hidden rib 5, be provided with prestressed reinforcement 19.
Figure 19 is the structural representation of the light carcass embodiment 19 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 comprises light carcass 2 as shown in drawings, it is characterized in that light carcass 2 middle parts have only the cast of Cast-in-place concrete to run through two surfaces of light carcass 2 with hole 3, and light carcass 2 is solid carcass, and upper and lower two surfaces of dew hole 3 are parallel.Fig. 1 is the structural representation of the light carcass embodiment 1 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention.In each accompanying drawing, 1 is steel bar concrete, and 2 is light carcass, and 3 are the cast hole, and 4 is the concrete pier stud, 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 concrete pier stud 4 in the hole 3.As shown in figure 13, its light carcass 2 middle parts have only a Cast-in-place concrete to pour into a mould two surfaces running through light carcass 2 with hole 3, and light carcass 2 is solid carcass, and upper and lower two surfaces of revealing hole 3 are parallel.
The present invention also is between described hole 3 two ends it is the hole wall of sealing.As shown in Figure 1, 2.
The present invention is that also described hole 3 is formed by hollow pipe fitting.Shown in Fig. 1,2,15,19, its described hole 3 is formed by hollow pipe fitting.
The present invention is that also described hole 3 axis are vertical with upper and lower two surperficial coverboards.Shown in Fig. 1,2,15,19, its described hole 3 axis are vertical with upper and lower two surperficial coverboards.
The present invention is that also described hole 3 axis are parallel with the ambient side coverboard.Shown in Fig. 1,2,15,19, its described hole 3 axis are parallel with the ambient side coverboard.
The present invention is that also at least one end of described hole 2 is a gradual change enlarging shape hole.Fig. 5 is the structural representation of the light carcass embodiment 5 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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.
The present invention is that also described hole 2 is sudden change enlarging shape hole.Fig. 6 is the structural representation of the light carcass embodiment 6 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wraps up on the light carcass 2 that contains, and the hole 3 of setting is sudden change enlarging shape hole.
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 light carcass embodiment 7 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wrap up in and contain a plurality of light carcass 2, 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 light carcass embodiment 8 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, during it is cast-in-place concrete cored, wraps up in and contain a plurality of light carcass 2, the groove 5 on its light carcass 2 is the wide connected in star of flaring, behind the Cast-in-place concrete, form 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 described adjacent holes 3 is communicated with by the upper surface or the groove on the soffit 6 of light carcass 2.Shown in Fig. 7,8.
The present invention also is the upper surface of described light carcass 2 or/and the groove 6 on the soffit is the groined type layout, and is communicated with four holes 3.Shown in Fig. 7,8.
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 light carcass embodiment 9 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, 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, form dark rib 5.
The present invention is that also the axis of the axis of described at least one hole 3 and at least one above 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 described 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 light carcass embodiment 10 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 11 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain 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, 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 light carcass embodiment 12 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 arranged in a row or two or more rows on light carcass 2, be parallel each other between two rows or 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 is polygonal or oval or the combination of similar round or class ellipse or cross or above-mentioned shape reducing cross section or above-mentioned shape.As shown in figure 12, the cross section of its hole 3 is a quadrangle.
The present invention is that also described light carcass 2 is solid.Figure 13 is the structural representation of the light carcass embodiment 13 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 14 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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.
The present invention is that also described light carcass 2 is hollow matrix.To shown in Figure 6, light carcass 2 is a hollow matrix as Fig. 1.
The present invention is that also described light carcass 2 is cavity thin-walled matrix or macropore hollow matrix or porous hollow carcass.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 light carcass embodiment 15 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of carcasses 2, be provided with reinforcement 13 in the light carcass 2, reinforcement 13 is stiffening rib, bracing boom or reinforcing rib.
The present invention is that also described reinforcing rib reinforcement 13 is crossing with vertical bracing boom reinforcement 13.As shown in figure 15.
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 net, 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 is square or cross or polygon is circular or oval or the combination of their shape.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 light carcass embodiment 16 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, 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 light carcass embodiment 17 that uses in the cast-in-situ reinforcing steel bar concrete hollow slab of the present invention, in its cast-in-situ reinforcing steel bar concrete hollow slab, wrap up in and contain a plurality of light carcass 2, 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.
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 (10)
1, a kind of light carcass for in-situ casting concrete hollow panel, comprise light carcass (2), it is characterized in that having only a Cast-in-place concrete cast to run through two surfaces of light carcass (2) with hole (3) in the middle part of the light carcass (2), light carcass (2) is solid carcass, and upper and lower two surfaces of revealing hole (3) are parallel.
2, a kind of light carcass for in-situ casting concrete hollow panel according to claim 1 is characterized in that between described hole (3) two ends it being the hole wall of sealing.
3, a kind of light carcass for in-situ casting concrete hollow panel according to claim 1 is characterized in that described hole (3) is formed by hollow pipe fitting.
4, a kind of light carcass for in-situ casting concrete hollow panel according to claim 1 is characterized in that described hole (3) axis is vertical with upper and lower two surperficial coverboards.
5, a kind of light carcass for in-situ casting concrete hollow panel according to claim 1 is characterized in that described hole (3) axis is parallel with the ambient side coverboard.
6, according to claim 1 or 2 described a kind of light carcass for in-situ casting concrete hollow panel, at least one end that it is characterized in that described hole (2) is a gradual change enlarging shape hole; Perhaps hole (2) is sudden change enlarging shape hole; Perhaps there is at least one groove (6) to link to each other on the surface of the light carcass (1) of at least one end of hole (3) with hole (3); Perhaps the side of groove (6) or bottom surface or both are arc; Perhaps groove (6) is above step sudden expansion connected in star or the wide connected in star of flaring of one-level; Perhaps groove (6) is parallel to each other or is communicated with, and is parallel, quadrature or oblique each other and arranges; Be the intersection point of quadrature or oblique with hole (3) between the groove (6) perhaps; Perhaps adjacent holes (3) is communicated with by the upper surface or the groove on the soffit (6) of light carcass (2); Perhaps the upper surface of light carcass (2) is or/and the groove on the soffit (6) is the groined type layout.
7,, 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 or 2 described a kind of light carcass for in-situ casting concrete hollow panel; Perhaps the axis of the axis of hole (3) and at least one above carcass lateral grooves (6) is in a plane; Perhaps at least one end of hole (3) has at least one local recessed zone (7) to link to each other with hole (3); Perhaps recessed zone (7) is the above step recessed area of secondary; Perhaps the size of at least one end of hole (3) is step or arc horn mouth greater than the center.
8,, 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 or 2 described a kind of light carcass for in-situ casting concrete hollow panel; Perhaps the cross section of hole (3) is circle or polygon or arc angle is polygonal or oval or the combination of similar round or class ellipse or cross or above-mentioned shape reducing cross section or above-mentioned shape; Perhaps light carcass (2) is a solid; Perhaps light carcass (2) is the solid of folder light material (12) in the hard thin-wall (11); Perhaps light carcass (2) is that hollow matrix Zhuzhou Smelter light carcass (2) is cavity thin-walled matrix or macropore hollow matrix or porous hollow carcass.
9, according to claim 1 or 2 described a kind of light carcass for in-situ casting concrete hollow panel, 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; Perhaps reinforcing rib reinforcement (13) is crossing with vertical bracing boom reinforcement (13); Perhaps reinforcement (13) is the compound reinforcement of cement gel ramming material and reinforce (14); Perhaps reinforce (14) is at least a in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, fibrous mesh cloth or net, nonwoven, the thin band; Perhaps expose on the surface of light carcass (2) has reinforce (14); Perhaps hole (3) is communicated with peripheral side and soffit; Perhaps light carcass (2) shape of cross section is that rectangle is square or cross or polygon is circular or oval or the combination of their shape; Perhaps polygon is arc angle polygon or re-entrant angle polygon; Perhaps circle is a similar round; Perhaps ellipse is the class ellipse.
10,, 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 or 2 described a kind of light carcass for in-situ casting concrete hollow panel; Boss mould (16) or pothole (17) that evagination is perhaps arranged on the peripheral side of light carcass (2); Perhaps be connected and fixed member (18) on the light carcass (2); Perhaps the thin-walled (11) of light carcass (2) is a metal sheet; Perhaps the thin-walled (11) of light carcass (2) is the composite construction of cement gel ramming material and reinforce (14); Perhaps expose on the surface of light carcass (2) has reinforce (14); Perhaps the thin-walled (11) of the thin-walled (11) of hole (3) or groove (6) is metallic walls or wire lath wall or carbon fiber wall.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100040678A CN100535303C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situs hollow board of reinforcing bar concrete |
Related Parent Applications (1)
| 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1891941A true CN1891941A (en) | 2007-01-10 |
| CN100501090C CN100501090C (en) | 2009-06-17 |
Family
ID=36918420
Family Applications (49)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101004908A Expired - Fee Related CN100501032C (en) | 2003-05-06 | 2003-05-06 | Light carcass |
| CNB2006100948419A Expired - Fee Related CN100458043C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004804A Expired - Fee Related CN100501090C (en) | 2003-05-06 | 2003-05-06 | Light carcass |
| CN 200610094858 Pending CN101024991A (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100948349A Expired - Fee Related CN100501089C (en) | 2003-05-06 | 2003-05-06 | Light carcass for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004062A Expired - Fee Related CN100489222C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100948461A Expired - Fee Related CN100469989C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006100948508A Expired - Fee Related CN100467803C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB200610100842XA Expired - Fee Related CN100564748C (en) | 2003-05-06 | 2003-05-06 | A kind of cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006100948372A Expired - Fee Related CN100535341C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006100934079A Expired - Fee Related CN100400761C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CN 200610100843 Pending CN101024993A (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-situ steel reinforced concrete hollow board |
| CNB2006101008345A Expired - Fee Related CN100516398C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CN2006101008415A Expired - Fee Related CN101024992B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934219A Ceased CN100476102C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100948391A Expired - Fee Related CN100501028C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004931A Expired - Fee Related CN100489225C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008379A Expired - Fee Related CN100535282C (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CN2006100948531A Expired - Fee Related CN101024990B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934115A Expired - Fee Related CN100535340C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008330A Expired - Fee Related CN100535280C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006100948457A Expired - Fee Related CN100469988C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004912A Expired - Fee Related CN100467749C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100040678A Expired - Fee Related CN100535303C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situs hollow board of reinforcing bar concrete |
| CNB2006100934204A Expired - Fee Related CN100458041C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008383A Expired - Fee Related CN100535283C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006100944687A Expired - Fee Related CN100489219C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100944475A Expired - Fee Related CN100476103C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100934187A Expired - Fee Related CN100516397C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNB2006100949943A Expired - Fee Related CN100467744C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CN 200610100832 Pending CN1990972A (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006101004946A Expired - Fee Related CN100489226C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100934223A Expired - Fee Related CN100458042C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004221A Expired - Fee Related CN100467747C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100949873A Expired - Fee Related CN100535277C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CN2006101008487A Expired - Fee Related CN101024995B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006101004170A Expired - Fee Related CN100476104C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow slab |
| CNB2006101004077A Expired - Fee Related CN100455743C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNA2006101008468A Pending CN101109197A (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008364A Expired - Fee Related CN100516399C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB200610095000XA Expired - Fee Related CN100467745C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101008398A Expired - Fee Related CN100535284C (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006101004842A Expired - Fee Related CN100501031C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB200610100835XA Expired - Fee Related CN100535281C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006101004927A Expired - Fee Related CN100501033C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101004471A Expired - Fee Related CN100560889C (en) | 2003-05-06 | 2003-05-06 | A kind of light carcass for in-situ casting concrete hollow panel |
| CN 200610100844 Pending CN101024994A (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934153A Expired - Fee Related CN100381655C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNB2006100949977A Expired - Fee Related CN100467804C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101004908A Expired - Fee Related CN100501032C (en) | 2003-05-06 | 2003-05-06 | Light carcass |
| CNB2006100948419A Expired - Fee Related CN100458043C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
Family Applications After (46)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610094858 Pending CN101024991A (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100948349A Expired - Fee Related CN100501089C (en) | 2003-05-06 | 2003-05-06 | Light carcass for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004062A Expired - Fee Related CN100489222C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100948461A Expired - Fee Related CN100469989C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006100948508A Expired - Fee Related CN100467803C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB200610100842XA Expired - Fee Related CN100564748C (en) | 2003-05-06 | 2003-05-06 | A kind of cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006100948372A Expired - Fee Related CN100535341C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006100934079A Expired - Fee Related CN100400761C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CN 200610100843 Pending CN101024993A (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-situ steel reinforced concrete hollow board |
| CNB2006101008345A Expired - Fee Related CN100516398C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CN2006101008415A Expired - Fee Related CN101024992B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934219A Ceased CN100476102C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100948391A Expired - Fee Related CN100501028C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004931A Expired - Fee Related CN100489225C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008379A Expired - Fee Related CN100535282C (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CN2006100948531A Expired - Fee Related CN101024990B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934115A Expired - Fee Related CN100535340C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008330A Expired - Fee Related CN100535280C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006100948457A Expired - Fee Related CN100469988C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004912A Expired - Fee Related CN100467749C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100040678A Expired - Fee Related CN100535303C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situs hollow board of reinforcing bar concrete |
| CNB2006100934204A Expired - Fee Related CN100458041C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008383A Expired - Fee Related CN100535283C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006100944687A Expired - Fee Related CN100489219C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100944475A Expired - Fee Related CN100476103C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100934187A Expired - Fee Related CN100516397C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNB2006100949943A Expired - Fee Related CN100467744C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CN 200610100832 Pending CN1990972A (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006101004946A Expired - Fee Related CN100489226C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006100934223A Expired - Fee Related CN100458042C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006101004221A Expired - Fee Related CN100467747C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CNB2006100949873A Expired - Fee Related CN100535277C (en) | 2003-05-06 | 2003-05-06 | Cast-in-place steel reinforced concrete hollow slab |
| CN2006101008487A Expired - Fee Related CN101024995B (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow board |
| CNB2006101004170A Expired - Fee Related CN100476104C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ steel reinforced concrete hollow slab |
| CNB2006101004077A Expired - Fee Related CN100455743C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNA2006101008468A Pending CN101109197A (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101008364A Expired - Fee Related CN100516399C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB200610095000XA Expired - Fee Related CN100467745C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
| CNB2006101008398A Expired - Fee Related CN100535284C (en) | 2003-05-06 | 2003-05-06 | Lightweight tyre body for cast-in-situ reinforcing steel bar concrete hollow slab |
| CNB2006101004842A Expired - Fee Related CN100501031C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB200610100835XA Expired - Fee Related CN100535281C (en) | 2003-05-06 | 2003-05-06 | Hollow slab of cast-in-situ reinforcing steel bar concrete |
| CNB2006101004927A Expired - Fee Related CN100501033C (en) | 2003-05-06 | 2003-05-06 | Cast-in-situ reinforced concrete hollow slab |
| CNB2006101004471A Expired - Fee Related CN100560889C (en) | 2003-05-06 | 2003-05-06 | A kind of light carcass for in-situ casting concrete hollow panel |
| CN 200610100844 Pending CN101024994A (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-situ steel reinforced concrete hollow board |
| CNB2006100934153A Expired - Fee Related CN100381655C (en) | 2003-05-06 | 2003-05-06 | Light mould for use in cast-in-situ reinforced concrete hollow slab |
| CNB2006100949977A Expired - Fee Related CN100467804C (en) | 2003-05-06 | 2003-05-06 | Light base for cast-in-place steel reinforced concrete hollow slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (49) | CN100501032C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824865B (en) * | 2010-04-21 | 2012-11-28 | 中南大学 | Cast-in-place reinforced concrete hollow slab |
Family Cites Families (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT354020B (en) * | 1978-06-19 | 1979-12-10 | Hoefler Alois | EXTERIOR WALL CONSTRUCTION FOR PRE-FABRICATED HOUSES, IN PARTICULAR SINGLE-FAMILY HOUSES |
| ATE10525T1 (en) * | 1981-05-18 | 1984-12-15 | Heinz Ing.Grad. Carl | BUILDING PLATE. |
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| US4694629A (en) * | 1985-08-16 | 1987-09-22 | Hossein Azimi | Modular block and modular structural elements constructed therefrom |
| US4788809A (en) * | 1985-12-24 | 1988-12-06 | Koukourou & Partners Pty. Ltd. | Building foundation |
| US5113631A (en) * | 1990-03-15 | 1992-05-19 | Digirolamo Edward R | Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same |
| CS318290A3 (en) * | 1990-06-26 | 1992-04-15 | Petr Ing Csc Hajek | Reinforced concrete ceiling with hollow filler blocks |
| DE69205965T2 (en) * | 1992-03-03 | 1996-04-11 | Arnhem Bv J G | Process for the production of a ceiling element or a ribbed ceiling and thermal insulation board for ceiling elements. |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
| JPH08232380A (en) * | 1995-02-24 | 1996-09-10 | Mitsuhiro Yoshinaga | Binding member between steel member and reinforced concrete and monocoque structural panel using the binding member and building under monocoque structure |
| AU714693B2 (en) * | 1996-08-16 | 2000-01-06 | Errol Campbell | Constructional element |
| JPH10183748A (en) * | 1996-12-27 | 1998-07-14 | Shimizu Corp | Half precast plate for constructing cantilever slab |
| JPH10292542A (en) * | 1997-04-11 | 1998-11-04 | Jgc Corp | Deck-plate construction method |
| PT102019B (en) * | 1997-06-11 | 2001-11-30 | Ferreira Eduarda Fanha Nunes R | BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT |
| CN1114738C (en) * | 1999-11-22 | 2003-07-16 | 邱则有 | In-situ cast hollow reinforced concrete slab pre-provided with hollow hard thin-wall members and its construction method |
| JP3515067B2 (en) * | 1999-11-26 | 2004-04-05 | 積水化成品工業株式会社 | Embedding material for hollow slab, substrate for hollow slab having the embedding material, and structure having hollow slab structure anchoring the embedding material |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN2466270Y (en) * | 2000-12-07 | 2001-12-19 | 张凤云 | Light composite form |
| CN1152182C (en) * | 2001-10-09 | 2004-06-02 | 邱则有 | Hollow pipe member for in-situ deposited steel bar reinforced concrete combined structure |
| CN1112490C (en) * | 2001-11-23 | 2003-06-25 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN1138049C (en) * | 2001-11-23 | 2004-02-11 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN2536681Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Steel bar reinforced floor with space structure |
| CN2534270Y (en) * | 2001-11-23 | 2003-02-05 | 邱则有 | Blind rib hollow floor |
| CN1112491C (en) * | 2001-11-23 | 2003-06-25 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1150986C (en) * | 2001-12-20 | 2004-05-26 | 南化集团研究院 | Low steam-to-gas ratio chromium-free catalyst and its prepn. |
| CN2526383Y (en) * | 2002-04-30 | 2002-12-18 | 邱则有 | 3-D force bearing form for reinforcing bar concrete |
| CN2585912Y (en) * | 2002-09-28 | 2003-11-12 | 邱则有 | Prefabricated hollow member for space structural roofing |
| CN1216217C (en) * | 2002-10-05 | 2005-08-24 | 邱则有 | Thin-wall form for filling concrete |
| CN1176288C (en) * | 2002-10-25 | 2004-11-17 | 邱则有 | Modular formwork members |
-
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