CN1280496C - Light permanent stuffing material for concrete filling - Google Patents
Light permanent stuffing material for concrete filling Download PDFInfo
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- CN1280496C CN1280496C CN 02156277 CN02156277A CN1280496C CN 1280496 C CN1280496 C CN 1280496C CN 02156277 CN02156277 CN 02156277 CN 02156277 A CN02156277 A CN 02156277A CN 1280496 C CN1280496 C CN 1280496C
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- Prior art keywords
- filling concrete
- light permanent
- carcass
- corner trim
- inner base
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- 239000004567 concrete Substances 0.000 title claims abstract description 74
- 239000000463 material Substances 0.000 title claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 239000007787 solid Substances 0.000 claims description 19
- 239000004568 cement Substances 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000004033 plastic Substances 0.000 claims description 7
- 229920003023 plastic Polymers 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000011159 matrix material Substances 0.000 claims description 5
- 239000011152 fibreglass Substances 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 3
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 239000010451 perlite Substances 0.000 description 2
- 235000019362 perlite Nutrition 0.000 description 2
- 239000010455 vermiculite Substances 0.000 description 2
- 235000019354 vermiculite Nutrition 0.000 description 2
- 229910052902 vermiculite Inorganic materials 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to a light permanent mould for filling concrete, which is characterized in that the position of at least one corner of the surface of a mould (1) is provided with an internal corner (2). In this way, because the position of the corner of the mould (1) is provided with the internal corner (2), after the light permanent mould is applied to a floor structure, a structure of a column cap or a reinforcing column or a reinforcing pier of the concrete is formed in the position of the internal corner in the crossed position between hidden dense ribs so as to effectively eliminate the phenomenon of stress concentration, prevent crack from generating and bear the great action of concentrated loads without damage so that the purpose of the light permanent mould for filling concrete is achieved. Simultaneously, the light permanent mould has the characteristics of simple structure, high strength, easy manufacture, low cost, etc., is suitable for use in various cast-in-place concrete floors (roofs), walls and structures in road and bridge engineering, and is especially suitable for use in hollow beamless floors.
Description
(1) technical field
The present invention relates to a kind of light permanent inner base for filling concrete.
(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. of application was ZL00203695.9 on February 23rd, 2000, name is called the formwork that uses in " combination concrete hidden rib floor structure " utility model patent, " formwork can be solid; also can be hollow; available plant straw; glass fiber reinforced plastic; sheet iron plate; light materials such as glass fibre cement are made to have walked to the 7th line description at Instructions Page 2 the 5th, its profile can be made rectangle according to designing requirement, circular, shapes such as polygon; ", being applied to equally make up in the dark close rib building roof of concrete also is to use as light permanent inner-base.But no matter be hollow section or box, after being applied to superstructure as light permanent inner-base, all can form the dark close rib of two-way Cast-in-place concrete, intersection between dark close rib, it is stressed complicated, and stress is more concentrated, easily produce the crack, even cracking destruction, therefore, develop a kind of novel light permanent inner base for filling concrete for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of light permanent inner base for filling concrete, after being applied to arch without beam, can significantly improve the mechanical property of superstructure, reducing stress concentrates, prevent the generation in crack, simultaneously, light permanent inner-base also has characteristics such as simple in structure, that intensity is high, making is easy, cost is low.
Solution of the present invention is improved on the basis of existing light permanent inner-base, it is characterized in that there is an inner corner trim at least one corner of appearance of carcass.Like this, owing to inner corner trim is set in the corner of carcass, after light permanent inner-base is applied to building cover structure, the inner corner trim position of the intersection between dark close rib, can form the cap structure of concrete or the structure of reinforcing prop or pier, thereby the concentration phenomenon that can eliminate stress effectively, prevent the generation in crack, and can bear bigger point load effect and do not destroy, thereby reached purpose of the present invention, simultaneously, light permanent inner-base also has simple in structure, the intensity height, make easily, characteristics such as cost is low, be applicable to various Cast-in-place concretes building (room) lid, the structure of body of wall and road and bridge engineering is specially adapted to hollow arch without beam.
Feature of the present invention is that also the adjacent corners place of inner corner trim in the carcass is an inner corner trim.Like this, can further improve the mechanical property of superstructure.
Feature of the present invention is that also inner corner trim runs through the upper and lower surface of carcass, and at least one end of at least one inner corner trim is tubaeform.Like this, can make things convenient for the cast of Cast-in-place concrete on the one hand, guarantee the closely knit of inner corner trim place concrete, can improve the stress concentration phenomenon of corner on the other hand.
Feature of the present invention is that also inner corner trim runs through the upper and lower surface of carcass, and at least one end of at least one inner corner trim is a step.Like this, can make things convenient for the cast of Cast-in-place concrete on the one hand, guarantee the closely knit of inner corner trim place concrete, can improve the stress concentration phenomenon of corner on the other hand.
Feature of the present invention is that also inner corner trim runs through the upper and lower surface of carcass, and the direction of at least one inner corner trim on a limit is step.Like this, can satisfy some special requirement, make things convenient for design and construction, reduce construction cost.
Feature of the present invention is that also at least one inner corner trim is arc inner corner trim or hyperbola inner corner trim.Like this, the concentration phenomenon that can eliminate stress better prevents the concrete cracking.
Feature of the present invention is that also the module of at least one protrusion or at least one at least one groove or at least one hole are arranged on the carcass.Like this, effect is squeezed in the mutual embedding that can improve between carcass and the Cast-in-place concrete, improves the globality of superstructure.
Feature of the present invention is that also inner corner trim communicates with each other by groove.Like this, reinforcing prop that forms in inner corner trim or cap can form integral body mutually with the reinforcing rib that forms in the groove, have improved the globality of superstructure, have further improved the mechanical property of superstructure.
Feature of the present invention also is to be provided with in the inner corner trim hole.Like this, can draw high the mutual wedge action between carcass and the Cast-in-place concrete, further improve the globality of superstructure.
Feature of the present invention is that also the hole in the inner corner trim runs through at least two inner corner trims.Like this, the concrete in the hole can form reinforcing member, further improves the intensity and the rigidity of superstructure.
Feature of the present invention is that also carcass has at least one in stiffening rib or bracing boom or the reinforcing rib.Like this, the intensity of carcass and rigidity are bigger.
Feature of the present invention also is to accompany reinforce in carcass, ribs, bracing boom or the reinforcing rib at least one.Like this, the intensity and the rigidity of carcass are higher, and the performance that participates in stressed power transmission is better.
Feature of the present invention is that also reinforce is at least one in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, cloth or net, thin band, braid over braid, the strap.Like this, convenient design is selected for use with production unit, helps reducing and produces and construction cost.
Feature of the present invention is that also carcass has at least one that reveal in rib, dew bar, the dew reinforce.Like this, the bonding between carcass and the Cast-in-place concrete is more firm, and intensity is higher, and the globality of superstructure is better.
Feature of the present invention is that also carcass is solid carcass or hollow matrix.Like this, can design, produce and construct according to actual needs, reduce construction and cost of production.
Feature of the present invention is that also solid carcass is solid carcass of light material or the solid carcass of duricrust light material.Like this, the actual needs of various different occasions be can satisfy, construction and cost of production helped reducing.
Feature of the present invention is that also the wall of carcass is the wall of metal, plastics, cement inorfil, cement metal net, cement organic fiber or glass fiber reinforced plastic.Like this, the making of carcass is relatively easy, can select according to actual needs, helps reducing producing and construction cost.
Feature of the present invention is that also the level cross-sectionn contour shape of carcass is polygon, bent sideline shape, arc angle polygon or above-mentioned shape or its combination that contains inner corner trim.Like this, make things convenient for selecting for use of design and construction unit, help reducing construction and cost of production.
Feature of the present invention is that also the cross section profile with carcass level cross-sectionn quadrature is shaped as polygon, bent sideline shape, arc angle polygon or contains above-mentioned shape or its combination of inner corner trim.Like this, make things convenient for selecting for use of design and construction unit, help reducing construction and cost of production.
Feature of the present invention also is to have in the inner corner trim module of protrusion.Like this, can further improve the mutual wedge action between carcass and the Cast-in-place concrete, improve the globality of superstructure.
In the module that feature of the present invention also is to protrude reinforce is arranged.Like this, the intensity and the rigidity of module are bigger, participate in stressed better with performance power transmission.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow arch without beam.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow building cover.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow roof system.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to the hyollow foundation base plate.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow wall.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow bridges.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is carcass, and 2 is inner corner trim, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, inner corner trim 2 is arranged, can form the cap of Cast-in-place concrete at inner corner trim 2 places in the corner of carcass 1.
Fig. 2 is the structural representation of the embodiment of the invention 2, and its inner corner trim 2 runs through the upper and lower surface of carcass 1, can form the reinforcing prop or the pier of Cast-in-place concrete.After light permanent inner-base was applied to superstructure, light permanent inner-base was close to arrangement, can form shear column or pier at the inner corner trim place, and superstructure forms shear connector formula hollow building cover.
Fig. 3 is the structural representation of the embodiment of the invention 3, and the adjacent corners place of its inner corner trim 2 also is an inner corner trim 2.
Fig. 4 is the structural representation of the embodiment of the invention 4, and the adjacent corners place of its inner corner trim 2 also is an inner corner trim 2.
Fig. 5 is the structural representation of the embodiment of the invention 5, and an end of its inner corner trim 2 is tubaeform.
Fig. 6 is the structural representation of the embodiment of the invention 6, and two ends of its inner corner trim 2 are step.
Fig. 7 is the structural representation of the embodiment of the invention 7, and the direction of its inner corner trim 2 on a limit is step.
Fig. 8 is the structural representation of the embodiment of the invention 8, and its inner corner trim 2 is the arc inner corner trim.
Fig. 9 is the structural representation of the embodiment of the invention 9, and its inner corner trim 2 is the hyperbola inner corner trim.
Figure 10 is the structural representation of the embodiment of the invention 10, and the module 3 and the hole 5 of protrusion arranged on its carcass 1.
Figure 11 is the structural representation of the embodiment of the invention 11, and the module 3 and the groove 4 of protrusion arranged on its carcass 1.
Figure 12 is the structural representation of the embodiment of the invention 12, and the module 3 and the hole 5 of protrusion arranged on its carcass 1.
Figure 13 is the structural representation of the embodiment of the invention 13, and its inner corner trim 2 communicates with each other by groove 4.
Figure 14 is the structural representation of the embodiment of the invention 14, is provided with hole 5 in its inner corner trim 2.
Figure 15 is the structural representation of the embodiment of the invention 15, is provided with hole 5 in its inner corner trim 2.
Figure 16 is the structural representation of the embodiment of the invention 16, and the hole 5 in its inner corner trim 2 runs through all the other 3 inner corner trims.
Figure 17 is the structural representation of the embodiment of the invention 17, is provided with bracing boom 7 and reinforcing rib 8 in its carcass 1.
Figure 18 is the structural representation of the embodiment of the invention 18, is provided with stiffening rib 6 in its carcass 1.
Figure 19 is the structural representation of the embodiment of the invention 19, accompanies reinforce 9 in its carcass 1, the bracing boom 7.
Figure 20 is the structural representation of the embodiment of the invention 20, and its reinforce 9 has steel wire, reinforcing bar, thin band, fibrous mesh cloth.
Figure 21 is the structural representation of the embodiment of the invention 21, and its carcass 1 has the rib 6 of revealing, reveals reinforce 9.
Figure 22 is the structural representation of the embodiment of the invention 22, and its carcass 1 is a hollow matrix.
Figure 23 is the structural representation of the embodiment of the invention 23, and its solid carcass 1 is the solid carcass of duricrust light material, and light material can be expanded perlite, expanded vermiculite, foamed plastics, haydite etc.
Figure 24 is the structural representation of the embodiment of the invention 24, and the wall 10 of its carcass 1 is a metallic walls.
Figure 25 is the structural representation of the embodiment of the invention 25, and the wall 10 of its carcass 1 is a metallic walls.
Figure 26 is the structural representation of the embodiment of the invention 26, and the level cross-sectionn contour shape of its carcass 1 is the arc angle polygon that contains inner corner trim.
Figure 27 is the structural representation of the embodiment of the invention 27, and its carcass 1 is shaped as the polygon that contains inner corner trim with the cross section profile of level cross-sectionn quadrature.
Figure 28 is the structural representation of the embodiment of the invention 28, and the module 3 of protrusion is arranged in its inner corner trim 2.
Figure 29 is the structural representation of the embodiment of the invention 29, in the module 3 of its protrusion reinforce 9 is arranged.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention is characterized in that there is an inner corner trim 2 at least one corner of appearance of carcass 1 as shown in drawings.Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is carcass, and 2 is inner corner trim, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, inner corner trim 2 is arranged, can form the cap of Cast-in-place concrete at inner corner trim 2 places in the corner of carcass 1.Fig. 2 is the structural representation of the embodiment of the invention 2, and its inner corner trim 2 runs through the upper and lower surface of carcass 1, can form the reinforcing prop or the pier of Cast-in-place concrete.After light permanent inner-base was applied to superstructure, light permanent inner-base was close to arrangement, can form shear column or pier at the inner corner trim place, and superstructure forms shear connector formula hollow building cover.
Feature of the present invention is that also the adjacent corners place of inner corner trim 2 in the carcass 1 is an inner corner trim.Fig. 3 is the structural representation of the embodiment of the invention 3, and the adjacent corners place of its inner corner trim 2 also is an inner corner trim 2.Fig. 4 is the structural representation of the embodiment of the invention 4, and the adjacent corners place of its inner corner trim 2 also is an inner corner trim 2.
Feature of the present invention is that also inner corner trim 2 runs through the upper and lower surface of carcass 1, and at least one end of at least one inner corner trim is tubaeform.Fig. 5 is the structural representation of the embodiment of the invention 5, and an end of its inner corner trim 2 is tubaeform.
Feature of the present invention is that also inner corner trim 2 runs through the upper and lower surface of carcass 1, and at least one end of at least one inner corner trim is a step.Fig. 6 is the structural representation of the embodiment of the invention 6, and two ends of its inner corner trim 2 are step.
Feature of the present invention is that also inner corner trim 2 runs through the upper and lower surface of carcass 1, and the direction of at least one inner corner trim 2 on a limit is step.Fig. 7 is the structural representation of the embodiment of the invention 7, and the direction of its inner corner trim 2 on a limit is step.
Feature of the present invention is that also at least one inner corner trim 2 is arc inner corner trim or hyperbola inner corner trim.Fig. 8 is the structural representation of the embodiment of the invention 8, and its inner corner trim 2 is the arc inner corner trim.Fig. 9 is the structural representation of the embodiment of the invention 9, and its inner corner trim 2 is the hyperbola inner corner trim.
Feature of the present invention is that also the module 3 of at least one protrusion or at least one at least one groove 4 or at least one hole 5 are arranged on the carcass 1.Figure 10 is the structural representation of the embodiment of the invention 10, and the module 3 and the hole 5 of protrusion arranged on its carcass 1.Figure 11 is the structural representation of the embodiment of the invention 11, and the module 3 and the groove 4 of protrusion arranged on its carcass 1.Figure 12 is the structural representation of the embodiment of the invention 12, and the module 3 and the hole 5 of protrusion arranged on its carcass 1.
Feature of the present invention is that also inner corner trim 2 communicates with each other by groove 4.Figure 13 is the structural representation of the embodiment of the invention 13, and its inner corner trim 2 communicates with each other by groove 4.
Feature of the present invention also is to be provided with in the inner corner trim 2 hole 5.Figure 14 is the structural representation of the embodiment of the invention 14, is provided with hole 5 in its inner corner trim 2.Figure 15 is the structural representation of the embodiment of the invention 15, is provided with hole 5 in its inner corner trim 2.
Feature of the present invention is that also the hole 5 in the inner corner trim 2 runs through at least two inner corner trims.Figure 16 is the structural representation of the embodiment of the invention 16, and the hole 5 in its inner corner trim 2 runs through all the other 3 inner corner trims.
Feature of the present invention is that also carcass 1 has at least one in stiffening rib 6 or bracing boom 7 or the reinforcing rib 8.Figure 17 is the structural representation of the embodiment of the invention 17, is provided with bracing boom 7 and reinforcing rib 8 in its carcass 1.Figure 18 is the structural representation of the embodiment of the invention 18, is provided with stiffening rib 6 in its carcass 1.
Feature of the present invention also is to accompany reinforce 9 in carcass 1, ribs 6, bracing boom 7 or the reinforcing rib 8 at least one.Figure 19 is the structural representation of the embodiment of the invention 19, accompanies reinforce 9 in its carcass 1, the bracing boom 7.
Feature of the present invention is that also reinforce 9 is at least one in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, cloth or net, thin band, braid over braid, the strap.Figure 20 is the structural representation of the embodiment of the invention 20, and its reinforce 9 has steel wire, reinforcing bar, thin band, fibrous mesh cloth.
Feature of the present invention is that also carcass 1 has at least one that reveal in rib 6, dew bar 7, the dew reinforce 9.Figure 21 is the structural representation of the embodiment of the invention 21, and its carcass 1 has the rib 6 of revealing, reveals reinforce 9.
Feature of the present invention is that also carcass 1 is solid carcass or hollow matrix.Figure 22 is the structural representation of the embodiment of the invention 22, and its carcass 1 is a hollow matrix.
Feature of the present invention is that also solid carcass 1 is solid carcass of light material or the solid carcass of duricrust light material.Figure 23 is the structural representation of the embodiment of the invention 23, and its solid carcass 1 is the solid carcass of duricrust light material, and light material can be expanded perlite, expanded vermiculite, foamed plastics, haydite etc.
Feature of the present invention also is the wall of the wall 10 of carcass 1 for metal, plastics, cement inorfil, cement metal net, cement organic fiber or glass fiber reinforced plastic.Figure 24 is the structural representation of the embodiment of the invention 24, and the wall 10 of its carcass 1 is a metallic walls.Figure 25 is the structural representation of the embodiment of the invention 25, and the wall 10 of its carcass 1 is a metallic walls.
Feature of the present invention is that also the level cross-sectionn contour shape of carcass 1 is polygon, bent sideline shape, arc angle polygon or above-mentioned shape or its combination that contains inner corner trim.Figure 26 is the structural representation of the embodiment of the invention 26, and the level cross-sectionn contour shape of its carcass 1 is the arc angle polygon that contains inner corner trim.
Feature of the present invention is that also the cross section profile with carcass 1 level cross-sectionn quadrature is shaped as polygon, bent sideline shape, arc angle polygon or contains above-mentioned shape or its combination of inner corner trim.Figure 27 is the structural representation of the embodiment of the invention 27, and its carcass 1 is shaped as the polygon that contains inner corner trim with the cross section profile of level cross-sectionn quadrature.
Feature of the present invention also is to have in the inner corner trim 2 module 3 of protrusion.Figure 28 is the structural representation of the embodiment of the invention 28, and the module 3 of protrusion is arranged in its inner corner trim 2.
In the module 3 that feature of the present invention also is to protrude reinforce 9 is arranged.Figure 29 is the structural representation of the embodiment of the invention 29, in the module 3 of its protrusion reinforce 9 is arranged.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow arch without beam.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow building cover.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow roof system.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to the hyollow foundation base plate.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow wall.
Feature of the present invention is that also light permanent inner base for filling concrete is applied to hollow bridges.
During the invention process, can be earlier in former, adopt glass fiber cement mortar to make the carcass shell of band inner corner trim 2, the end that makes the carcass shell then, when not dried, carcass shell and its bonding are formed integral body the end of at, promptly make the open-core type light permanent inner-base.Also can adopt foam-plastic blocks, on the corner leave inner corner trim 2, on foam-plastic blocks, cover then and wrap up in one deck cement paste, promptly make duricrust light solid carcass.
Claims (27)
1, a kind of light permanent inner base for filling concrete is characterized in that there is an inner corner trim (2) at least one corner of appearance of carcass (1).
2, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that the adjacent corners place of inner corner trim (2) in the carcass (1) is an inner corner trim.
3, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that inner corner trim (2) runs through the upper and lower surface of carcass (1), and at least one end of at least one inner corner trim is tubaeform.
4, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that inner corner trim (2) runs through the upper and lower surface of carcass (1), and at least one end of at least one inner corner trim is a step.
5, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that inner corner trim (2) runs through the upper and lower surface of carcass (1), and the direction of at least one inner corner trim (2) on a limit is step.
6, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that at least one inner corner trim (2) is arc inner corner trim or hyperbola inner corner trim.
7, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that the module (3) of at least one protrusion or at least one at least one groove (4) or at least one hole (5) are arranged on the carcass (1).
8, a kind of light permanent inner base for filling concrete according to claim 7 is characterized in that inner corner trim (2) communicates with each other by groove (4).
9, a kind of light permanent inner base for filling concrete according to claim 7 is characterized in that being provided with in the inner corner trim (2) hole (5).
10, a kind of light permanent inner base for filling concrete according to claim 9 is characterized in that the hole (5) in the inner corner trim (2) runs through at least two inner corner trims.
11, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that carcass (1) has at least one in stiffening rib (6) or bracing boom (7) or the reinforcing rib (8).
12, a kind of light permanent inner base for filling concrete according to claim 11 is characterized in that accompanying reinforce (9) at least one in carcass (1), ribs (6), bracing boom (7) or the reinforcing rib (8).
13, a kind of light permanent inner base for filling concrete according to claim 12 is characterized in that reinforce (9) is at least one in steel wire, reinforcing bar, gauze wire cloth, steel mesh reinforcement, fiber, cloth or net, thin band, braid over braid, the strap.
14, a kind of light permanent inner base for filling concrete according to claim 12 is characterized in that carcass (1) has dew rib (6), reveals bar (7), reveals at least one in the reinforce (9).
15, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that carcass (1) is solid carcass or hollow matrix.
16, a kind of light permanent inner base for filling concrete according to claim 15 is characterized in that solid carcass (1) is solid carcass of light material or the solid carcass of duricrust light material.
17, a kind of light permanent inner base for filling concrete according to claim 15 is characterized in that the wall of the wall (10) of carcass (1) for metal, plastics, cement inorfil, cement metal net, cement organic fiber or glass fiber reinforced plastic.
18, a kind of light permanent inner base for filling concrete according to claim 1, the level cross-sectionn contour shape that it is characterized in that carcass (1) are polygon, bent sideline shape, arc angle polygon or above-mentioned shape or its combination that contains inner corner trim.
19, a kind of light permanent inner base for filling concrete according to claim 18 is characterized in that cross section profile with carcass (1) level cross-sectionn quadrature is shaped as polygon, bent sideline shape, arc angle polygon or contains above-mentioned shape or its combination of inner corner trim.
20, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that having in the inner corner trim (2) module (3) of protrusion.
21, a kind of light permanent inner base for filling concrete according to claim 20 has reinforce (9) in the module (3) that it is characterized in that protruding.
22, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to hollow arch without beam.
23, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to hollow building cover.
24, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to hollow roof system.
25, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to the hyollow foundation base plate.
26, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to hollow wall.
27, a kind of light permanent inner base for filling concrete according to claim 1 is characterized in that light permanent inner base for filling concrete is applied to hollow bridges.
Priority Applications (12)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101390715A CN100501043C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 02156277 CN1280496C (en) | 2002-12-16 | 2002-12-16 | Light permanent stuffing material for concrete filling |
| CNB200610139065XA CN100537919C (en) | 2002-12-16 | 2002-12-16 | A kind of light permanent inner base for filling concrete |
| CN2006101390768A CN1936220B (en) | 2002-12-16 | 2002-12-16 | Light permanent base for filling concrete |
| CNB2006101390683A CN100489231C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139064 CN1932183A (en) | 2002-12-16 | 2002-12-16 | Light permanent form for concrete filling |
| CN2006101390698A CN1936213B (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CN 200610139074 CN1936218A (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB2006101390679A CN100458050C (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB2006101390753A CN100501044C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139063 CN1932182A (en) | 2002-12-16 | 2002-12-16 | Light permanent form body for concrete filling |
| CNB200610139072XA CN100489232C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02156277 CN1280496C (en) | 2002-12-16 | 2002-12-16 | Light permanent stuffing material for concrete filling |
Related Child Applications (11)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101390715A Division CN100501043C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CNB2006101390753A Division CN100501044C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN2006101390698A Division CN1936213B (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB2006101390683A Division CN100489231C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CNB2006101390679A Division CN100458050C (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CN 200610139074 Division CN1936218A (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CN2006101390768A Division CN1936220B (en) | 2002-12-16 | 2002-12-16 | Light permanent base for filling concrete |
| CN 200610139064 Division CN1932183A (en) | 2002-12-16 | 2002-12-16 | Light permanent form for concrete filling |
| CNB200610139065XA Division CN100537919C (en) | 2002-12-16 | 2002-12-16 | A kind of light permanent inner base for filling concrete |
| CN 200610139063 Division CN1932182A (en) | 2002-12-16 | 2002-12-16 | Light permanent form body for concrete filling |
| CNB200610139072XA Division CN100489232C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1508369A CN1508369A (en) | 2004-06-30 |
| CN1280496C true CN1280496C (en) | 2006-10-18 |
Family
ID=34236174
Family Applications (12)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006101390768A Expired - Fee Related CN1936220B (en) | 2002-12-16 | 2002-12-16 | Light permanent base for filling concrete |
| CNB2006101390683A Expired - Fee Related CN100489231C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139074 Pending CN1936218A (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CN 200610139064 Pending CN1932183A (en) | 2002-12-16 | 2002-12-16 | Light permanent form for concrete filling |
| CNB2006101390753A Expired - Fee Related CN100501044C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139063 Pending CN1932182A (en) | 2002-12-16 | 2002-12-16 | Light permanent form body for concrete filling |
| CNB2006101390715A Expired - Fee Related CN100501043C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN2006101390698A Expired - Fee Related CN1936213B (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB200610139072XA Expired - Fee Related CN100489232C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CNB2006101390679A Expired - Fee Related CN100458050C (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB200610139065XA Expired - Fee Related CN100537919C (en) | 2002-12-16 | 2002-12-16 | A kind of light permanent inner base for filling concrete |
| CN 02156277 Ceased CN1280496C (en) | 2002-12-16 | 2002-12-16 | Light permanent stuffing material for concrete filling |
Family Applications Before (11)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006101390768A Expired - Fee Related CN1936220B (en) | 2002-12-16 | 2002-12-16 | Light permanent base for filling concrete |
| CNB2006101390683A Expired - Fee Related CN100489231C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139074 Pending CN1936218A (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CN 200610139064 Pending CN1932183A (en) | 2002-12-16 | 2002-12-16 | Light permanent form for concrete filling |
| CNB2006101390753A Expired - Fee Related CN100501044C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN 200610139063 Pending CN1932182A (en) | 2002-12-16 | 2002-12-16 | Light permanent form body for concrete filling |
| CNB2006101390715A Expired - Fee Related CN100501043C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CN2006101390698A Expired - Fee Related CN1936213B (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB200610139072XA Expired - Fee Related CN100489232C (en) | 2002-12-16 | 2002-12-16 | Light permanent carcass for filling concrete |
| CNB2006101390679A Expired - Fee Related CN100458050C (en) | 2002-12-16 | 2002-12-16 | Light permanent inner base for filling concrete |
| CNB200610139065XA Expired - Fee Related CN100537919C (en) | 2002-12-16 | 2002-12-16 | A kind of light permanent inner base for filling concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (12) | CN1936220B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1317467C (en) * | 2004-07-23 | 2007-05-23 | 张作明 | Steel reinforced concrete filling composite body structure |
| CN101230752B (en) * | 2004-09-02 | 2010-06-02 | 邱则有 | Hollow tyre body for cast-in-situs filling concrete |
| CN101117850B (en) * | 2004-09-02 | 2011-03-16 | 湖南邱则有专利战略策划有限公司 | hollow matrix for cast-in-situ concrete filling |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002054261A (en) * | 2000-08-08 | 2002-02-20 | Akira Sugiyama | Multifunctional synthetic slab and construction method |
| CN1152182C (en) * | 2001-10-09 | 2004-06-02 | 邱则有 | Hollow pipe member for in-situ deposited steel bar reinforced concrete combined structure |
| CN1141474C (en) * | 2001-11-23 | 2004-03-10 | 邱则有 | Hollow floor slab of in-situ deposited steel bar reinforced concrete |
| CN1162595C (en) * | 2001-11-23 | 2004-08-18 | 邱则有 | Hollow floor slab with hidden and dense ribs |
| CN1112491C (en) * | 2001-11-23 | 2003-06-25 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1138049C (en) * | 2001-11-23 | 2004-02-11 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN1112490C (en) * | 2001-11-23 | 2003-06-25 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN2522495Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Board-rib combined steel reinforced concrete hollow floor |
| CN2522493Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Board-rib combined steel reinforced concrete hollow floor |
-
2002
- 2002-12-16 CN CN2006101390768A patent/CN1936220B/en not_active Expired - Fee Related
- 2002-12-16 CN CNB2006101390683A patent/CN100489231C/en not_active Expired - Fee Related
- 2002-12-16 CN CN 200610139074 patent/CN1936218A/en active Pending
- 2002-12-16 CN CN 200610139064 patent/CN1932183A/en active Pending
- 2002-12-16 CN CNB2006101390753A patent/CN100501044C/en not_active Expired - Fee Related
- 2002-12-16 CN CN 200610139063 patent/CN1932182A/en active Pending
- 2002-12-16 CN CNB2006101390715A patent/CN100501043C/en not_active Expired - Fee Related
- 2002-12-16 CN CN2006101390698A patent/CN1936213B/en not_active Expired - Fee Related
- 2002-12-16 CN CNB200610139072XA patent/CN100489232C/en not_active Expired - Fee Related
- 2002-12-16 CN CNB2006101390679A patent/CN100458050C/en not_active Expired - Fee Related
- 2002-12-16 CN CNB200610139065XA patent/CN100537919C/en not_active Expired - Fee Related
- 2002-12-16 CN CN 02156277 patent/CN1280496C/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| CN100501044C (en) | 2009-06-17 |
| CN1936220A (en) | 2007-03-28 |
| CN100489232C (en) | 2009-05-20 |
| CN100537919C (en) | 2009-09-09 |
| CN1936212A (en) | 2007-03-28 |
| CN1932183A (en) | 2007-03-21 |
| CN1936211A (en) | 2007-03-28 |
| CN100501043C (en) | 2009-06-17 |
| CN1936213A (en) | 2007-03-28 |
| CN1936219A (en) | 2007-03-28 |
| CN1508369A (en) | 2004-06-30 |
| CN1936213B (en) | 2011-04-27 |
| CN1936218A (en) | 2007-03-28 |
| CN100458050C (en) | 2009-02-04 |
| CN100489231C (en) | 2009-05-20 |
| CN1936215A (en) | 2007-03-28 |
| CN1936216A (en) | 2007-03-28 |
| CN1932184A (en) | 2007-03-21 |
| CN1936220B (en) | 2011-10-05 |
| CN1932182A (en) | 2007-03-21 |
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