CN100420802C - Component part in lightweight in use for filling concrete - Google Patents
Component part in lightweight in use for filling concrete Download PDFInfo
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- CN100420802C CN100420802C CNB2003101219408A CN200310121940A CN100420802C CN 100420802 C CN100420802 C CN 100420802C CN B2003101219408 A CNB2003101219408 A CN B2003101219408A CN 200310121940 A CN200310121940 A CN 200310121940A CN 100420802 C CN100420802 C CN 100420802C
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- arc angle
- light component
- concrete filling
- sidewall
- lightweight member
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- 239000004567 concrete Substances 0.000 title claims abstract description 78
- 230000002093 peripheral effect Effects 0.000 claims abstract description 51
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 239000007787 solid Substances 0.000 claims description 23
- 238000010276 construction Methods 0.000 abstract description 22
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000007704 transition Effects 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 description 23
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- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- -1 nonwoven Substances 0.000 description 1
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Abstract
The present invention relates to a light member for filling concrete, which comprises an upper slab (1), peripheral side walls (2) and a lower slab (3), wherein the upper slab (1), the peripheral side walls (2) and the lower slab (3) are surrounded into a hexahedron. The present invention is characterized in that peripheral corners of the upper slab (1) are upper arched corners (4). In this way, because the peripheral corners of the upper slab are arched corners, after the light member is applied to a cast-in-place concrete floor, cast-in-place concrete reinforcing ribs are formed in the positions of the arched corners of the light member so as to reinforce the intensity and the rigidity in the position of a crossed node of cast-in-place concrete ribs and cast-in-place concrete slabs to form a transition structure; thus, the present invention can effectively eliminate the phenomenon of stress concentration of the floor, prevent cracks form generating, and bear the great action of concentrated loads without damage; in addition, the light member has the characteristics of simple structure, high intensity, easy manufacture, low cost, convenient construction, high construction speed, etc., and is suitable for use in hollow floors, roofs, walls, foundation bottom slabs and hollow bridges which are made of cast-in-place reinforced concrete or prestressed reinforced concrete.
Description
(1) technical field
The present invention relates to a kind of light component for concrete filling.
(2) background technology
At present, cast-in-situ concrete hollow floor is to use wider floor structural form, and the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99249798.1, name are called " filling reinforced concrete fiber reinforcement type thin-wall member " utility model patent as the applicant in the patent No. of application on November 29th, 1999, it discloses a kind of thin-wall mould-shell member, comprise upper plate, on every side sidewall, go to the bottom, upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity.And for example the applicant in the application number of November 23 calendar year 2001 application be 01140106.0, publication number is that CN1356442, name are called " a kind of mould with cavity structure for casting reinforced concrete floor slab " application for a patent for invention, it comprises " upper plate, on every side sidewall, go to the bottom; upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity former component, characteristics such as that this cavity former component has is in light weight, intensity is high, simple in structure, convenient construction and transport.But, after the lightweight member of this class filling concrete is used close rib building roof, at the lateral corner place, the stressed more complicated of superstructure, stress is more concentrated, easily produces the crack, even cracking destruction, therefore, develops a kind of novel light component for concrete filling for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of light component for concrete filling, be applied to superstructure after, have the mechanical property of improving superstructure, reduce stress and concentrate, prevent the characteristics such as generation in crack.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall, lower plate on every side, upper plate, sidewall, lower plate surround hexahedron on every side, it is characterized in that described upper plate periphery corner is last arc angle, and the corner between the sidewall is perpendicular arc angle on every side.Like this, because upper plate periphery corner is an arc angle, after lightweight member is applied to cast-in-situ concrete hollow floor, arc angle position at lightweight member has formed the Cast-in-place concrete reinforcing rib, strengthen the intensity and the rigidity at Cast-in-place concrete rib and In-situ cast concrete board crossed node place, formed transition structure, thereby can eliminate the stress concentration phenomenon of superstructure effectively, prevent the generation in crack, and can bear bigger point load effect and do not destroy; Simultaneously, corner between the sidewall is perpendicular arc angle on every side, after lightweight member is applied in the cast-in-situ concrete hollow floor, the corresponding corner between the sidewall on every side at lightweight member has formed the reinforcing rib structure that vertically adds strong shearing force pier structure or Cast-in-place concrete rib, strengthen the intensity of cast-in-place dark rib interface point greatly, improved the mechanical property of superstructure; In addition, that lightweight member also has is simple in structure, intensity is high, easy to manufacture, characteristics such as cost is low, easy construction, speed of application are fast, thereby reached purpose of the present invention, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention also is described perpendicular arc angle and last arc angle quadrature.Like this, after lightweight member is applied to cast-in-situ concrete hollow floor, correspondingly in superstructure form orthogonal reinforcing rib structure, improved resistance to compression, the shear resistance of superstructure, simultaneously, also increased substantially the supporting capacity of superstructure.
Feature of the present invention also is described perpendicular arc angle and last arc angle oblique.Like this, after lightweight member was applied to cast-in-situ concrete hollow floor, the corresponding reinforcing rib structure of oblique each other that formed in superstructure had improved the stability of superstructure, simultaneously, has also increased substantially the supporting capacity of superstructure.
Feature of the present invention is that also the periphery of described lower plate is the arc lower angle.Like this, after lightweight member was applied to cast-in-situ concrete hollow floor, the corresponding reinforcing rib structure that formed in superstructure had increased substantially the supporting capacity of superstructure, has also improved the anti-seismic performance of superstructure simultaneously greatly.
Feature of the present invention also is described arc lower angle and perpendicular arc angle oblique.Like this, after lightweight member was applied to cast-in-situ concrete hollow floor, the corresponding reinforcing rib structure of oblique each other that formed in superstructure had been strengthened the supporting capacity of superstructure, makes the structure of superstructure more solid and reliable.
Feature of the present invention also is described arc lower angle and perpendicular arc angle quadrature.Like this, after lightweight member is applied to cast-in-situ concrete hollow floor, correspondingly in superstructure form orthogonal reinforcing rib structure, increased substantially the supporting capacity of superstructure.
Feature of the present invention is that also described upward arc angle, arc lower angle are arc angle not of uniform size.Like this, when lightweight member is applied to cast-in-situ concrete hollow floor, according to different design needs and construction requirement and actual load situation, can selecting up and down, arc angle shuttering member not of uniform size forms supporting with it cast-in-situ concrete structure, greatly facilitate construction and design, simultaneously, the needs of the superstructure application of various different structures have also fully been satisfied.
Feature of the present invention is that also described upward arc angle, arc lower angle are the arc angle that an end is big or two ends are big or broad in the middle.Like this, when lightweight member is applied to cast-in-situ concrete hollow floor, according to different design needs and construction requirement and actual load situation, can selecting up and down, arc angle shuttering member not of uniform size forms supporting with it cast-in-situ concrete structure, greatly facilitate construction and design, simultaneously, the needs of the superstructure application of various different structures have also fully been satisfied.
Feature of the present invention is that also the surface of described arc angle is broken line shape or shaped form.Like this, when lightweight member was applied to cast-in-situ concrete hollow floor, the surface of lightweight member was broken line shape or shaped form, increased the contact area of Cast-in-place concrete and lightweight member greatly, made it bonding more firm, not cracky, reduce the breakage rate of lightweight member, reduced cost.
Feature of the present invention is that also described perpendicular arc angle is an arc angle not of uniform size.Like this, the perpendicular arc angle of lightweight member is an arc angle not of uniform size, can satisfy the needs of various different application situations, has made things convenient for design and construction, has reduced the difficulty of every work.
Feature of the present invention is that also described perpendicular arc angle is the up big and down small or big down perpendicular arc angle little or that big centre, two ends is little of.Like this, the perpendicular arc angle on the lightweight member is the size setting of above-mentioned different situations, after it is applied in the cast-in-situ concrete hollow floor, can correspondingly form different big or small Cast-in-place concrete reinforcing rib or shearing pier structures, has fully satisfied the diversified demand of building structure.
Feature of the present invention is that also the periphery of described lower plate is inner corner trim.Like this, after lightweight member is applied in the cast-in-situ concrete hollow floor, formed netted Cast-in-place concrete reinforcing rib, increased substantially the supporting capacity and the flexural capacity of floor, improved the combination property of floor greatly in the bottom of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described lightweight member is provided with at least one in junction box, fire detector, airduct, spool, suspender member or the carrying part.Like this, help unit in charge of construction's construction, be convenient to selecting for use of unit in charge of construction and designing unit.
Feature of the present invention is that also described lightweight member is provided with at least one in inner corner trim, groove, pit, convex module, raised line or the chamfering.Like this, after lightweight member was applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete poured in inner corner trim or groove or pit or the chamfering, and the corresponding Cast-in-place concrete that forms the part adds competent structure; At convex module or raised line position, can further alleviate the weight of superstructure self, save the consumption of concrete, reduce the cost of superstructure, also improve the performance of superstructure simultaneously.
Feature of the present invention also is to contain reinforce in the described lightweight member.Reinforce is at least a in reinforcing bar, steel wire, presstressed reinforcing steel, steel mesh reinforcement, gauze wire cloth, fiber, fibre bundle, fibrous mesh cloth, nonwoven, metal foil band, porose thin band, strap, the braid over braid.Like this, improved the strength and stiffness of lightweight member greatly, made lightweight member cracky not in stacking, transportation, installation, work progress,,, also do not needed to repair, can continue to come into operation because of involving of reinforce arranged even the breakage of small size is arranged.
Feature of the present invention is that also described reinforce exposes lightweight member.If also have reinforce to expose the lightweight member outside on the lightweight member, when lightweight member is applied in the cast-in-situ concrete hollow floor, reinforce and Cast-in-place concrete that it exposes combine, and can improve the bond stress between Cast-in-place concrete and the lightweight member greatly, optimize the performance of whole superstructure; Simultaneously, expose reinforce and also make things convenient for lightweight member when carrying, make handle or suspension ring or suspension hook and use.
Feature of the present invention is that also described lightweight member is solid light member or hollow light member.Like this, when lightweight member was the solid light member, cracky not in the application process was even there is breakage also can not influence follow-up concrete construction.When lightweight member was the hollow light member, lightweight member weight was lighter, and the construction carrying is more convenient, and cost is lower.
Feature of the present invention is that also described solid light member is solid light carcass or duricrust solid light carcass.Like this, when lightweight member was solid light carcass or duricrust solid light carcass, carcass is in application process, and was survivable, even there is breakage also can not influence follow-up concrete construction; Duricrust light solid carcass particularly can reduce the breakage rate of lightweight member significantly.
Feature of the present invention also is to be provided with in the described lightweight member at least one in bracing boom, reinforcing rib or the stiffening rib.Like this, after lightweight member is applied in the cast-in-situ concrete hollow floor, stiffening rib, bracing boom, reinforcing rib that is provided with in the lightweight member or the stiffening rib that exposes, bracing boom, reinforcing rib can form the cast-in-place and prefabricated composite construction that combines with Cast-in-place concrete, have optimized the inner stress system of Cast-in-place Concrete Building Floor.
Feature of the present invention is that also in described bracing boom, reinforcing rib or the stiffening rib at least one expose outside the lightweight member.
Feature of the present invention is that also in described bracing boom, reinforcing rib or the stiffening rib at least one has reinforce to expose.If also have reinforce to expose on it, then lightweight member and Cast-in-place concrete bonding is more firm, and the globality of superstructure is better.
Feature of the present invention is that also described lightweight member is provided with align member.Align member can be draw ring, drag hook, iron wire, feet or other device.Like this, after lightweight member is applied in the cast-in-situ concrete hollow floor, can accurately locate, prevent that phenomenons such as lightweight member floats, displacement from producing, and can effectively guarantee the pouring quality of superstructure when building concrete lightweight member.
Feature of the present invention is that also described lightweight member is provided with connecting elements.Like this, when lightweight member is applied to cast-in-situ concrete hollow floor, can improve the efficiency of construction and the speed of application of superstructure greatly.
Feature of the present invention is that also described a plurality of lightweight member is linked to be lightweight member in groups by connecting elements.
Feature of the present invention is that also described lightweight member is extended with bridging piece.Like this, the construction more convenient and quicker of lightweight member, bridging piece can replace construction formwork, saves the template installation procedure, has reduced material wastage rate, simultaneously, has improved efficiency of construction.
Feature of the present invention is that also described bridging piece is extended with reinforce.
Feature of the present invention is that also described a plurality of lightweight member is linked to be lightweight member in groups by bridging piece.If a plurality of lightweight members connect into lightweight member in groups by bridging piece, then the efficiency of construction of lightweight member is higher, and construction cost is lower.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for lower plate, 4 for last arc angle, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, its described upper plate 1 and on every side sidewall 2 to intersect the peripheral corners that constitute be last arc angle 4.
Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, the corner around it is described between the sidewall 2 also all is set to erect arc angle 5.
Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, its described perpendicular arc angle 5 and last arc angle 4 quadratures.
Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, its described perpendicular arc angle 5 and last arc angle 4 obliques.
Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, and the periphery of its described lower plate 3 is arc lower angle 6.
Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, its described arc lower angle 6 and perpendicular arc angle 5 obliques.
Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, its described arc lower angle 6 and perpendicular arc angle 5 quadratures.
Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and its described upward arc angle 4, arc lower angle 6 are arc angle not of uniform size.
Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and its described upward arc angle 4, arc lower angle 6 are the big arc angles in two ends.
Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and the surface of its described arc angle 4,6 is broken line shape or shaped form.
Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and its described perpendicular arc angle 5 is an arc angle not of uniform size.
Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and its described perpendicular arc angle 5 is the little perpendicular arc angle in big centre, two ends.
Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and the periphery of its described lower plate 3 all is set to inner corner trim 7.
Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, be provided with junction box 8, fire detector 9, airduct 10, spool 11, suspender member 12 on its described lightweight member simultaneously and carry part 13.
Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, also be provided with inner corner trim 7, groove 14, pit 15, convex module 16, raised line 17 and chamfering 18 on its described lightweight member simultaneously.
Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, contains reinforce 19 in its described lightweight member.
Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 all is set to inner corner trim 7, and its lightweight member is the solid light member.
Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 all is set to inner corner trim 7, and its described solid light member is a duricrust solid light carcass.
Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, also is provided with bracing boom 20, reinforcing rib 21, stiffening rib 22 in its described lightweight member simultaneously.
Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, also be provided with align member 23 on its described lightweight member, illustrated position member 23 is a locating piece.
Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, its described lightweight member is provided with connecting elements 24, illustrates a plurality of lightweight members and is linked to be lightweight member in groups by connecting elements 24.
Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, its described lightweight member is extended with bridging piece 25, illustrates a plurality of lightweight members and is linked to be lightweight member in groups by bridging piece 25.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises upper plate 1, sidewall 2, lower plate 3 on every side as shown in drawings, and upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, it is characterized in that described upper plate 1 peripheral corner is last arc angle 4, and the corner between the sidewall 2 is perpendicular arc angle 5 on every side.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be upper plate, 2 for around sidewall, 3 for lower plate, 4 for last arc angle, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, its described upper plate 1 and on every side sidewall 2 to intersect the peripheral corners that constitute be last arc angle 4.Fig. 2 is the structural representation of the embodiment of the invention 2, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, the corner around it is described between the sidewall 2 also all is set to erect arc angle 5.
Feature of the present invention also is described perpendicular arc angle 5 and last arc angle 4 quadratures.Fig. 3 is the structural representation of the embodiment of the invention 3, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, its described perpendicular arc angle 5 and last arc angle 4 quadratures.
Feature of the present invention also is described perpendicular arc angle 5 and last arc angle 4 obliques.Fig. 4 is the structural representation of the embodiment of the invention 4, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, its described perpendicular arc angle 5 and last arc angle 4 obliques.
Feature of the present invention is that also the periphery of described lower plate 3 is arc lower angle 6.Fig. 5 is the structural representation of the embodiment of the invention 5, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 also all is set to perpendicular arc angle 5 on every side, and the periphery of its described lower plate 3 is arc lower angle 6.
Feature of the present invention also is described arc lower angle 6 and perpendicular arc angle 5 obliques.Fig. 6 is the structural representation of the embodiment of the invention 6, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, its described arc lower angle 6 and perpendicular arc angle 5 obliques.
Feature of the present invention also is described arc lower angle 6 and perpendicular arc angle 5 quadratures.Fig. 7 is the structural representation of the embodiment of the invention 7, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, its described arc lower angle 6 and perpendicular arc angle 5 quadratures.
Feature of the present invention is that also described upward arc angle 4, arc lower angle 6 are arc angle not of uniform size.Fig. 8 is the structural representation of the embodiment of the invention 8, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and its described upward arc angle 4, arc lower angle 6 are arc angle not of uniform size.
Feature of the present invention is that also described upward arc angle 4, arc lower angle 6 are the arc angle that an end is big or two ends are big or broad in the middle.Fig. 9 is the structural representation of the embodiment of the invention 9, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and its described upward arc angle 4, arc lower angle 6 are the big arc angles in two ends.
Feature of the present invention is that also the surface of described arc angle 4,6 is broken line shape or shaped form.Figure 10 is the structural representation of the embodiment of the invention 10, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 is arc lower angle 6, and the surface of its described arc angle 4,6 is broken line shape or shaped form.
Feature of the present invention is that also described perpendicular arc angle 5 is arc angle not of uniform size.Figure 11 is the structural representation of the embodiment of the invention 11, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and its described perpendicular arc angle 5 is an arc angle not of uniform size.
Feature of the present invention is that also described perpendicular arc angle 5 is perpendicular arc angle up big and down small or greatly upward little down or that big centre, two ends is little.Figure 12 is the structural representation of the embodiment of the invention 12, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and its described perpendicular arc angle 5 is the little perpendicular arc angle in big centre, two ends.
Feature of the present invention is that also the periphery of described lower plate 3 is inner corner trim 7.Figure 13 is the structural representation of the embodiment of the invention 13, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and the periphery of its described lower plate 3 all is set to inner corner trim 7.
Feature of the present invention is that also described lightweight member is provided with at least one in junction box 8, fire detector 9, airduct 10, spool 11, suspender member 12 or the carrying part 13.Figure 14 is the structural representation of the embodiment of the invention 14, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, be provided with junction box 8, fire detector 9, airduct 10, spool 11, suspender member 12 on its described lightweight member simultaneously and carry part 13.
Feature of the present invention is that also described lightweight member is provided with at least one in inner corner trim 7, groove 14, pit 15, convex module 16, raised line 17 or the chamfering 18.Figure 15 is the structural representation of the embodiment of the invention 15, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, also be provided with inner corner trim 7, groove 14, pit 15, convex module 16, raised line 17 and chamfering 18 on its described lightweight member simultaneously.
Feature of the present invention also is to contain in the described lightweight member reinforce 19.Figure 16 is the structural representation of the embodiment of the invention 16, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, contains reinforce 19 in its described lightweight member.
Feature of the present invention is that also described reinforce 19 exposes lightweight member.
Feature of the present invention is that also described lightweight member is solid light member or hollow light member.Figure 17 is the structural representation of the embodiment of the invention 17, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 all is set to inner corner trim 7, and its lightweight member is the solid light member.
Feature of the present invention is that also described solid light member is solid light carcass or duricrust solid light carcass.Figure 18 is the structural representation of the embodiment of the invention 18, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, the periphery of lower plate 3 all is set to inner corner trim 7, and its described solid light member is a duricrust solid light carcass.
Feature of the present invention also is to be provided with in the described lightweight member at least one in bracing boom 20, reinforcing rib 21 or the stiffening rib 22.Figure 19 is the structural representation of the embodiment of the invention 19, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, also is provided with bracing boom 20, reinforcing rib 21, stiffening rib 22 in its described lightweight member simultaneously.
Feature of the present invention is that also in described bracing boom 20, reinforcing rib 21 or the stiffening rib 22 at least one expose outside the lightweight member.
Feature of the present invention is that also in described bracing boom 20, reinforcing rib 21 or the stiffening rib 22 at least one has reinforce 19 to expose.
Feature of the present invention is that also described lightweight member is provided with align member 23.Figure 20 is the structural representation of the embodiment of the invention 20, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, also be provided with align member 23 on its described lightweight member, illustrated position member 23 is a locating piece.
Feature of the present invention is that also described lightweight member is provided with connecting elements 24.Figure 21 is the structural representation of the embodiment of the invention 21, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, its described lightweight member is provided with connecting elements 24
Feature of the present invention is that also described a plurality of lightweight member is linked to be lightweight member in groups by connecting elements 24.As shown in figure 21, illustrate a plurality of lightweight members and be linked to be lightweight member in groups by connecting elements 24.
Feature of the present invention is that also described lightweight member is extended with bridging piece 25.Figure 22 is the structural representation of the embodiment of the invention 22, upper plate 1, sidewall 2, lower plate 3 surround hexahedron on every side, upper plate 1 and on every side sidewall 2 intersect the peripheral corners that constitute and be set to arc angle 4, corner between the sidewall 2 is set to perpendicular arc angle 5 on every side, and its described lightweight member is extended with bridging piece 25.
Feature of the present invention is that also described bridging piece 25 is extended with reinforce 19.
Feature of the present invention is that also described a plurality of lightweight member is linked to be lightweight member in groups by bridging piece 25.As shown in figure 22, a plurality of lightweight members are linked to be lightweight member in groups by bridging piece 25.
During the invention process, mix the system cement mortar earlier, in mould, make one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth), the multilayer build-up of one deck cement mortar by upper plate 1, the upper plate 1 peripheral corner that surrounds of sidewall 2 is the opening lightweight member of arc angle 4 on every side again, sidewall 2 is extended with fibrous mesh cloth or gauze wire cloth reinforce 19 at opening part around it simultaneously, fibrous mesh cloth that will stretch out or gauze wire cloth reinforce 19 are anchored in the ferro-cement lower plate 3, after treating setting and harden, maintenance is to stipulating the length of time, get final product light component for concrete filling.
Claims (27)
1. light component for concrete filling, comprise upper plate (1), sidewall (2), lower plate (3) on every side, upper plate (1), sidewall (2), lower plate (3) surround hexahedron on every side, it is characterized in that the peripheral corner of described upper plate (1) is last arc angle (4), the corner between the sidewall (2) is perpendicular arc angle (5) on every side.
2. a kind of light component for concrete filling according to claim 1 is characterized in that described perpendicular arc angle (5) and last arc angle (4) quadrature.
3. a kind of light component for concrete filling according to claim 1 is characterized in that described perpendicular arc angle (5) and last arc angle (4) oblique.
4. a kind of light component for concrete filling according to claim 1 is characterized in that the periphery of described lower plate (3) is arc lower angle (6).
5. a kind of light component for concrete filling according to claim 4 is characterized in that described arc lower angle (6) and perpendicular arc angle (5) oblique.
6. a kind of light component for concrete filling according to claim 4 is characterized in that described arc lower angle (6) and perpendicular arc angle (5) quadrature.
7. a kind of light component for concrete filling according to claim 4 is characterized in that described upward arc angle (4), arc lower angle (6) are arc angle not of uniform size.
8. a kind of light component for concrete filling according to claim 4 is characterized in that described upward arc angle (4), arc lower angle (6) are the arc angle that an end is big or two ends are big or broad in the middle.
9. a kind of light component for concrete filling according to claim 4 is characterized in that the surface of described arc angle (4,6) is broken line shape or shaped form.
10. a kind of light component for concrete filling according to claim 1 is characterized in that described perpendicular arc angle (5) is an arc angle not of uniform size.
11. a kind of light component for concrete filling according to claim 1 is characterized in that described perpendicular arc angle (5) is perpendicular arc angle up big and down small or greatly upward little down or that big centre, two ends is little.
12. a kind of light component for concrete filling according to claim 1 is characterized in that the periphery of described lower plate (3) is inner corner trim (7).
13. a kind of light component for concrete filling according to claim 1 is characterized in that described lightweight member is provided with at least one in junction box (8), fire detector (9), airduct (10), spool (11), suspender member (12) or the carrying part (13).
14., it is characterized in that described lightweight member is provided with at least one in inner corner trim (7), groove (14), pit (15), convex module (16), raised line (17) or the chamfering (18) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
15., it is characterized in that containing in the described lightweight member reinforce (19) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
16. a kind of light component for concrete filling according to claim 15 is characterized in that described reinforce (19) exposes lightweight member.
17., it is characterized in that described lightweight member is solid light member or hollow light member according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
18. a kind of light component for concrete filling according to claim 17 is characterized in that described solid light member is the solid light carcass.
19., it is characterized in that being provided with in the described lightweight member at least one in bracing boom (20), reinforcing rib (21) or the stiffening rib (22) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
20. a kind of light component for concrete filling according to claim 19 is characterized in that in described bracing boom (20), reinforcing rib (21) or the stiffening rib (22) at least one expose outside the lightweight member.
21. a kind of light component for concrete filling according to claim 19 is characterized in that in described bracing boom (20), reinforcing rib (21) or the stiffening rib (22) at least one has reinforce (19) to expose.
22., it is characterized in that described lightweight member is provided with align member (23) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
23., it is characterized in that described lightweight member is provided with connecting elements (24) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
24. a kind of light component for concrete filling according to claim 23 is characterized in that described a plurality of lightweight member is linked to be lightweight member in groups by connecting elements (24).
25., it is characterized in that described lightweight member is extended with bridging piece (25) according to the described a kind of light component for concrete filling of arbitrary claim in the claim 1 to 13.
26. a kind of light component for concrete filling according to claim 25 is characterized in that described bridging piece (25) is extended with reinforce (19).
27. a kind of light component for concrete filling according to claim 25 is characterized in that described a plurality of lightweight member is linked to be lightweight member in groups by bridging piece (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101219408A CN100420802C (en) | 2003-12-09 | 2003-12-09 | Component part in lightweight in use for filling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101219408A CN100420802C (en) | 2003-12-09 | 2003-12-09 | Component part in lightweight in use for filling concrete |
Related Child Applications (9)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100051987A Division CN101240635A (en) | 2003-12-09 | 2003-12-09 | Lightweight member for concrete filling |
| CNA2008103046389A Division CN101368426A (en) | 2003-12-09 | 2003-12-09 | Light component for filling concrete |
| CNA2008100051968A Division CN101240633A (en) | 2003-12-09 | 2003-12-09 | Lightweight member for concrete filling |
| CNA2008100051972A Division CN101240634A (en) | 2003-12-09 | 2003-12-09 | Lightweight member for concrete filling |
| CNA2008100051953A Division CN101240632A (en) | 2003-12-09 | 2003-12-09 | Lightweight member for concrete filling |
| CNA2008100091077A Division CN101220690A (en) | 2003-12-09 | 2003-12-09 | Light component for concrete filling |
| CNA2008100091128A Division CN101220695A (en) | 2003-12-09 | 2003-12-09 | Light component for concrete filling |
| CNA2008100091081A Division CN101220691A (en) | 2003-12-09 | 2003-12-09 | Light component for concrete filling |
| CNA2008100091132A Division CN101230721A (en) | 2003-12-09 | 2003-12-09 | Lightweight component for filling concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1626742A CN1626742A (en) | 2005-06-15 |
| CN100420802C true CN100420802C (en) | 2008-09-24 |
Family
ID=34761603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101219408A Ceased CN100420802C (en) | 2003-12-09 | 2003-12-09 | Component part in lightweight in use for filling concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100420802C (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
-
2003
- 2003-12-09 CN CNB2003101219408A patent/CN100420802C/en not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1626742A (en) | 2005-06-15 |
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