CN100467810C - Component for cast-in-situ reinforcing steel bar concrete pore-forming - Google Patents
Component for cast-in-situ reinforcing steel bar concrete pore-forming Download PDFInfo
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- CN100467810C CN100467810C CNB2007100046768A CN200710004676A CN100467810C CN 100467810 C CN100467810 C CN 100467810C CN B2007100046768 A CNB2007100046768 A CN B2007100046768A CN 200710004676 A CN200710004676 A CN 200710004676A CN 100467810 C CN100467810 C CN 100467810C
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- combiner
- cast
- hole
- reinforced concrete
- situ reinforced
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 44
- 239000004567 concrete Substances 0.000 title abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 title 1
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 41
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 241000194386 Coelosis Species 0.000 claims description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 238000002788 crimping Methods 0.000 claims description 5
- -1 Admixture Substances 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 4
- 239000011888 foil Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 229920000728 polyester Polymers 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 17
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000005267 amalgamation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
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- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Disclosed is a pore-forming member for cast-in-situ concrete, wherein the pore-forming member is an assembly member (1) for forming an integral chamber component, the assembly member (1) is provided with a joint member (2) for assembling, and are equipped with end plates (3) on the two ends, thus forming a basin-shape element with five surfaces, the basin-shape is provided with a connecting member on the basin mouth position. The invention can be applied to cast-in-situ reinforced concrete or prestressed reinforcement concrete's hollow storied-building roofings, house roofings, walls, foundation bedplates and hollow bridges, especially for hollow flat slabs.
Description
The application for the applying date be that December 22, application number in 2002 are 02158263.7, name is called the dividing an application of application for a patent for invention of " a kind of cast-in-situ reinforced concrete component for hole ".
(1) technical field
The present invention relates to a kind of cast-in-situ reinforced concrete component for hole.
(2) background technology
At present, in the prior art, it is permanent core that cast-in-situ hollow floor plate becomes pole, as paper tube, plastic pipe, metal bellows, core light material etc.These tubular core molds or member are mainly considered the concrete of finding time, and alleviate floor weight.As the patent No. by applicant's application is that ZL99249775.8, name are called the utility model patent of " cast-in-place reinforced concrete filling fiber reinforcement type thin wall cylinder ", it is made up of horniness thin-walled tube and two ends plug, two plugs form an enclosed cavity with the horniness thin-walled tube closed at both ends, this hard thin-wall tube wall is composited by carcass and cementitious materials, carcass can be glass fiber or carbon fiber or organic fiber or nonwoven or fibrous braid, and cementitious materials can be cement or organic resin or is the mixture of cement, filler, Admixture, fiber.This kind pipe has advantages such as intensity height, resistance to deformation, anti-vibration performance are good, convenient construction and transport.But when producing, must in former, make half of pipe earlier, when setting and harden not, with another the half of Guan Yuqi that has hardened condense form whole, and then shutoff two-port and form product.Like this, hollow section is made trouble, and cost is higher relatively, has also increased the cost of hollow building cover undoubtedly.Therefore, develop a kind of novel cast-in-situ reinforced concrete component for hole for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of cast-in-situ reinforced concrete component for hole, have simple, the characteristics such as cost is low, carrying easy construction, intensity height of making.
Solution of the present invention is on the basis of existing technology, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.Like this, because become pole for constituting a combiner of combination coelosis integrated member, it is provided with the Colaesce part of combination usefulness, thereby, can disposablely make at in-mold molding, it produces simple, convenient, cost is low, the intensity height, convenient in carrying, the corresponding cost that also reduces hollow building cover, simultaneously, during construction, with two or more than two this combiner, be buckled into integral body by interlocking matrix, promptly formed hollow thin-wall component, mutually positioning connection is fast between the combiner, and firmly, accelerate speed of application, reduced construction cost, and can carry out follow-up construction easily; In addition because the two ends of combiner are provided with end plate, thereby in the construction again shutoff by the combiner port of synthetic integrated member each other, thereby accelerate construction progress, help further reducing construction cost, thereby reached purpose of the present invention.Be applicable in various cast-in-situ concrete hollow floors, roof system, sole plate, body of wall and the hollow bridges and use.
Feature of the present invention is that also the described end plate that links to each other with combiner is fixing or movable end plate.Like this, it is more convenient to construct, and speed of application is faster, and cost is lower.
Feature of the present invention is that also the cross sectional shape of described combiner is circular arc, flute profile, dihedral, shaped form, polygon or arc angle polygon.Like this, make things convenient for selecting for use of design and construction unit, help reducing and produce and construction cost.
Feature of the present invention also is crimping or the male and female groove that described Colaesce part is tenon, small stair, member.Like this, the Colaesce part is wide in variety, makes things convenient for selecting for use of design, production and unit in charge of construction, helps reducing producing and construction cost.
Feature of the present invention is that also described Colaesce part is metal foil band, strap, polyester band, braid over braid, iron wire, wire gauze, deck, latch, double buckle or weldment.Like this, Colaesce part wide in variety makes things convenient for selecting for use of design, production and unit in charge of construction, helps reducing producing and construction cost.
Feature of the present invention is that also described Colaesce part is arranged on the termination of combiner or long on the limit or on both.Like this, more convenient construction helps accelerating speed of application, reduces cost.
Feature of the present invention is that also the wall of described combiner is a layer structure, layer structure be one deck cementitious matter one deck reinforce again one deck cementitious matter be superimposed and form.Like this, the production of part stiff wall member is simpler, easy, and the intensity height, and cost of production is low.
Feature of the present invention is that also described reinforce is at least one in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece or cloth, thin band, braid over braid, the strap.Like this, reinforce wide in variety, convenient design is selected for use with production unit, helps reducing producing and construction cost.
Feature of the present invention is that also described cementitious matter is the mixture cementitious matter of cement gel ramming material or cement, filler, Admixture, fiber.Like this, the cementitious matter cost is lower, and the intensity height, water-tolerant.
Feature of the present invention is that also the wall of combiner is wavy metal wall or plastic ripple wall.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 described combiner is provided with at least one in arm or module or the groove.Like this, after part stiff wall member pieces together integrated member, then form the member of band arm or module or groove, can satisfy the needs of various different occasions.
Feature of the present invention is that also described combiner is provided with at least one in reinforcing rib or stiffening rib or the bracing boom.Like this, the intensity and the rigidity of part stiff wall member are bigger, and the intensity and the rigidity that piece together behind the integrated member are also big.
Feature of the present invention is that also described stiffening rib or bracing boom are fixed or movable the connection with combiner.Like this, it is more convenient to construct, and speed of application is faster, and cost is lower.
Feature of the present invention also is to have on the described combiner at least one that reveal in stiffening rib, dew bracing boom or the dew reinforce.Like this, after part stiff wall member is applied to hollow building cover, and the adhesion strength between the Cast-in-place concrete is higher, and globality is better.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow arch without beam, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow building cover, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow roof system, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to the hyollow foundation base plate, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow wall, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow bridges, it is characterized in that component for hole is a combiner that constitutes combination coelosis integrated member, combiner is provided with the Colaesce part of combination usefulness, the two ends of combiner are provided with end plate, and the Colaesce part is arranged on the two ends of combiner and grows on the limit.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is combiner, and 2 for the Colaesce part, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, component for hole is for constituting the combiner 1 of combination coelosis integrated member, and it is provided with the Colaesce part 2 that combination with one another is used, and is illustrated as the combiner of half of circumference tubulose, also can be the combiner of 1/3rd or 1/4th tubuloses.
Fig. 2 is the structural representation of the embodiment of the invention 2, and its combiner 1 is provided with Colaesce part 2, and its cross sectional shape is a semicircular arc.
Fig. 3 is the structural representation of the embodiment of the invention 3, and the two ends of its combiner 1 are provided with end plate 3.
Fig. 4 is the structural representation of the embodiment of the invention 4, and the two ends of its combiner 1 are provided with end plate 3.
Fig. 5 is the structural representation of the embodiment of the invention 5, and its Colaesce part 2 is iron wire and strap, and simultaneously combiner 1 has crimping, the wall of combiner 1 cracky not like this, and the while also can be used as Colaesce part 2, and it is faster to be located by connecting.
Fig. 6 is the structural representation of the embodiment of the invention 6, and its Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit, and two ends are jack and bolt-type Colaesce part 2, are iron wire or braid over braid Colaesce part 2 on the middle minister Xiang Bian.
Fig. 7 is the structural representation of the embodiment of the invention 7, and the wall of its combiner 1 is a layer structure 4, for one deck cementitious matter 5 one deck reinforces 6 again one deck cementitious matter 5 be superimposed and form.
Fig. 8 is the structural representation of the embodiment of the invention 8, and the wall of its combiner 1 is a layer structure 4, for one deck cementitious matter 5 one deck reinforces 6 again one deck cementitious matter 5 be superimposed and form.
Fig. 9 is the structural representation of the embodiment of the invention 9, and its combiner 1 is provided with arm 7.
Figure 10 is the structural representation of the embodiment of the invention 10, and its combiner 1 is provided with module 8.
Figure 11 is the structural representation of the embodiment of the invention 11, and its combiner 1 is provided with groove 9.
Figure 12 is the structural representation of the embodiment of the invention 12, and its combiner 1 is provided with groove 9.
Figure 13 is the structural representation of the embodiment of the invention 13, and its combiner 1 is provided with reinforcing rib 10, stiffening rib 11 and bracing boom 12.
Figure 14 is the structural representation of the embodiment of the invention 14, the stiffening rib 11 of revealing is arranged on its combiner 1, reveal bracing boom 12 and reveal steel wire reinforce 6.
Figure 15 is the view of the present invention when using amalgamation, represents the state before two combiners 1 are about to close up.
Figure 16 is the present invention's good schematic diagram of amalgamation, represents that two combiners 1 have pieced together the hollow section integrated member.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, and the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.In the accompanying drawing, 1 is combiner, and 2 for the Colaesce part, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, component for hole is for constituting the combiner 1 of combination coelosis integrated member, and it is provided with the Colaesce part 2 that combination with one another is used, and is illustrated as the combiner of half of circumference tubulose, also can be the combiner of 1/3rd or 1/4th tubuloses.Fig. 2 is the structural representation of the embodiment of the invention 2, and its combiner 1 is provided with Colaesce part 2, and its cross sectional shape is a semicircular arc.As shown in Figure 3, the two ends of its combiner 1 are provided with end plate 3.As shown in Figure 4, the two ends of its combiner 1 are provided with end plate 3.
Feature of the present invention is that also the described end plate that links to each other with combiner 13 is fixing or movable end plate.As shown in Figure 3, be fixing glued the connection between end plate 3 and the combiner 1.As shown in Figure 4, be fixing being welded to connect between end plate 3 and the combiner 1.
Feature of the present invention is that also the cross sectional shape of described combiner 1 is circular arc, flute profile, dihedral, shaped form, polygon or arc angle polygon.As shown in Figure 1, the cross sectional shape of combiner 1 is half of circumference arc.As shown in Figure 2, the cross sectional shape of combiner 1 is a semicircular arc.
Feature of the present invention also is crimping or the male and female groove of described Colaesce part 2 for tenon, small stair, member.As shown in Figure 1, Colaesce part 2 is tenon or male and female groove.
Feature of the present invention is that also described Colaesce part 2 is metal foil band, strap, polyester band, braid over braid, iron wire, wire gauze, deck, latch, double buckle or weldment.As Fig. 2, Fig. 3, shown in Figure 4, Colaesce part 2 is a bolt-type.As shown in Figure 8, Colaesce part 2 is a weldment.Fig. 5 is the structural representation of the embodiment of the invention 5, and its Colaesce part 2 is iron wire and strap, and simultaneously combiner 1 has crimping, the wall of combiner 1 cracky not like this, and the while also can be used as Colaesce part 2, and it is faster to be located by connecting.
Feature of the present invention is that also described Colaesce part 2 is arranged on the termination of combiner 1 or long on the limit or on both.Fig. 6 is the structural representation of the embodiment of the invention 6, and its Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit, and two ends are jack and bolt-type Colaesce part 2, are iron wire or braid over braid Colaesce part 2 on the middle minister Xiang Bian.
Feature of the present invention is that also the wall of described combiner 1 is a layer structure 4, layer structure 4 for one deck cementitious matter 5 one deck reinforces 6 again one deck cementitious matter 5 be superimposed and form.Fig. 7 is the structural representation of the embodiment of the invention 7, and the wall of its combiner 1 is a layer structure 4, for one deck cementitious matter 5 one deck reinforces 6 again one deck cementitious matter 5 be superimposed and form.Fig. 8 is the structural representation of the embodiment of the invention 8, and the wall of its combiner 1 is a layer structure 4, for one deck cementitious matter 5 one deck reinforces 6 again one deck cementitious matter 5 be superimposed and form.
Feature of the present invention is that also described reinforce 6 is at least one in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece or cloth, thin band, braid over braid, the strap.As shown in Figure 7, reinforce 6 is steel wire and metal foil band.As shown in Figure 8, reinforce 6 is a fiberglass gridding cloth.
Feature of the present invention also is the mixture cementitious matter of described cementitious matter 5 for cement gel ramming material or cement, filler, Admixture, fiber.
Feature of the present invention is that also the wall of combiner 1 is wavy metal wall or plastic ripple wall.
Feature of the present invention is that also described combiner 1 is provided with at least one in arm 7 or module 8 or the groove 9.Fig. 9 is the structural representation of the embodiment of the invention 9, and its combiner 1 is provided with arm 7.Figure 10 is the structural representation of the embodiment of the invention 10, and its combiner 1 is provided with module 8.Figure 11 is the structural representation of the embodiment of the invention 11, and its combiner 1 is provided with groove 9.Figure 12 is the structural representation of the embodiment of the invention 12, and its combiner 1 is provided with groove 9.
Feature of the present invention is that also described combiner 1 is provided with at least one in reinforcing rib 10 or stiffening rib 11 or the bracing boom 12.Figure 13 is the structural representation of the embodiment of the invention 13, and its combiner 1 is provided with reinforcing rib 10, stiffening rib 11 and bracing boom 12.
Feature of the present invention is that also described stiffening rib 11 or bracing boom 12 are fixed or movable the connection with combiner 1.As Figure 13, shown in Figure 14, its stiffening rib 11 is fixing glued the connection with bracing boom 12 with combiner 1.
Feature of the present invention also is to have on the described combiner 1 at least one that reveal in stiffening rib 11, dew bracing boom 12 or the dew reinforce 6.Figure 14 is the structural representation of the embodiment of the invention 14, the stiffening rib 11 of revealing is arranged on its combiner 1, reveal bracing boom 12 and reveal steel wire reinforce 6.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow arch without beam, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow building cover, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow roof system, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to the hyollow foundation base plate, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow wall, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
A kind of cast-in-situ reinforced concrete component for hole that is applied to hollow bridges, it is characterized in that component for hole is a combiner 1 that constitutes combination coelosis integrated member, combiner 1 is provided with the Colaesce part 2 of combination usefulness, the two ends of combiner 1 are provided with end plate 3, and Colaesce part 2 is arranged on the two ends of combiner 1 and grows on the limit.
During the invention process, can adopt cement mortar and fibrous mesh cloth to make combiner 1 in former or on the formpiston, treat demoulding maintenance behind the setting and harden, promptly form finished product.
Claims (22)
1, a kind of cast-in-situ reinforced concrete component for hole, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
2, a kind of cast-in-situ reinforced concrete component for hole according to claim 1 is characterized in that the described end plate (3) that links to each other with combiner (1) is fixing or movable end plate.
3, a kind of cast-in-situ reinforced concrete component for hole according to claim 1, the cross sectional shape that it is characterized in that described combiner (1) is shaped form or polygon.
4, a kind of cast-in-situ reinforced concrete component for hole according to claim 1, the cross sectional shape that it is characterized in that described combiner (1) is circular arc, flute profile, dihedral or arc angle polygon.
5, a kind of cast-in-situ reinforced concrete component for hole according to claim 1 is characterized in that crimping or the male and female groove of described Colaesce part (2) for tenon, small stair, member.
6, a kind of cast-in-situ reinforced concrete component for hole according to claim 1 is characterized in that described Colaesce part (2) is metal foil band, strap, polyester band, braid over braid, iron wire, deck, latch, double buckle or weldment.
7, a kind of cast-in-situ reinforced concrete component for hole according to claim 1 is characterized in that described Colaesce part (2) is a wire gauze.
8, according to the described a kind of cast-in-situ reinforced concrete component for hole of arbitrary claim in the claim 1 to 7, the wall that it is characterized in that described combiner (1) is layer structure (4), layer structure (4) for one deck cementitious matter (5) one deck reinforce (6) again one deck cementitious matter (5) be superimposed and form.
9, a kind of cast-in-situ reinforced concrete component for hole according to claim 8 is characterized in that described reinforce (6) is at least one in reinforcing bar, steel wire, fiber, thin band, braid over braid, the strap.
10, a kind of cast-in-situ reinforced concrete component for hole according to claim 8 is characterized in that described reinforce (6) is at least one in steel mesh reinforcement, gauze wire cloth, fleece or the cloth.
11, a kind of cast-in-situ reinforced concrete component for hole according to claim 8 is characterized in that the mixture cementitious matter of described cementitious matter (5) for cement gel ramming material or cement, filler, Admixture, fiber.
12, according to the described a kind of cast-in-situ reinforced concrete component for hole of arbitrary claim in the claim 1 to 7, the wall that it is characterized in that combiner (1) is wavy metal wall or plastic ripple wall.
13,, it is characterized in that described combiner (1) is provided with at least one in arm (7) or module (8) or the groove (9) according to the described a kind of cast-in-situ reinforced concrete component for hole of arbitrary claim in the claim 1 to 7.
14,, it is characterized in that described combiner (1) is provided with at least one in reinforcing rib (10) or stiffening rib (11) or the bracing boom (12) according to the described a kind of cast-in-situ reinforced concrete component for hole of arbitrary claim in the claim 1 to 7.
15, a kind of cast-in-situ reinforced concrete component for hole according to claim 14 is characterized in that described stiffening rib (11) or bracing boom (12) are fixed or movable the connection with combiner (1).
16, a kind of cast-in-situ reinforced concrete component for hole according to claim 14 is characterized in that dew stiffening rib (11) is arranged on the described combiner (1), reveals at least one in bracing boom (12) or the dew reinforce (6).
17, a kind of cast-in-situ reinforced concrete component for hole that is applied to hollow arch without beam, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
18, a kind of cast-in-situ reinforced concrete component for hole that is applied to hollow building cover, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
19, a kind of cast-in-situ reinforced concrete component for hole that is applied to hollow roof system, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
20, a kind of cast-in-situ reinforced concrete component for hole that is applied to the hyollow foundation base plate, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
21, a kind of cast-in-situ reinforced concrete component for hole that is applied to hollow wall, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
22, a kind of cast-in-situ reinforced concrete component for hole that is applied to hollow bridges, it is characterized in that component for hole is a combiner (1) that constitutes combination coelosis integrated member, combiner (1) is provided with the Colaesce part (2) of combination usefulness, the two ends of combiner (1) are provided with end plate (3), and Colaesce part (2) is arranged on the two ends of combiner (1) and grows on the limit.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB021582637A CN100370095C (en) | 2002-12-22 | 2002-12-22 | Hole constructing component for in situ cast steel bar reinforced concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB021582637A Division CN100370095C (en) | 2002-12-22 | 2002-12-22 | Hole constructing component for in situ cast steel bar reinforced concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1991100A CN1991100A (en) | 2007-07-04 |
| CN100467810C true CN100467810C (en) | 2009-03-11 |
Family
ID=34236953
Family Applications (13)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100921948A Expired - Fee Related CN100476099C (en) | 2002-12-22 | 2002-12-22 | Component for hole forming of cast-in-situ concrete |
| CNA2008100838193A Pending CN101328727A (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ reinforced concrete floor slab |
| CNB021582637A Expired - Fee Related CN100370095C (en) | 2002-12-22 | 2002-12-22 | Hole constructing component for in situ cast steel bar reinforced concrete |
| CN 200710007432 Pending CN101063361A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete pore-creating |
| CNB2007100046753A Ceased CN100467759C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete pore-forming |
| CN 200610092195 Pending CN1924212A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ steel bar concrete pore-forming |
| CNB2006100933235A Expired - Fee Related CN100501024C (en) | 2002-12-22 | 2002-12-22 | Member for hole forming for cast-in-situ reinforced concrete |
| CNB2007100046768A Expired - Fee Related CN100467810C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete pore-forming |
| CNB200610092190XA Expired - Fee Related CN100535273C (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ steel bar reinforced concrete hole making used component |
| CNB2007100046787A Expired - Fee Related CN100427701C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete pore-forming |
| CN 200710007431 Pending CN101063360A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situs reinforced concrete pore-creating |
| CNB2006100933220A Expired - Fee Related CN100501023C (en) | 2002-12-22 | 2002-12-22 | Member for hole forming of cast-in-situ reinforced concrete |
| CNA2008100838085A Pending CN101324095A (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ reinforced concrete floor slab |
Family Applications Before (7)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100921948A Expired - Fee Related CN100476099C (en) | 2002-12-22 | 2002-12-22 | Component for hole forming of cast-in-situ concrete |
| CNA2008100838193A Pending CN101328727A (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ reinforced concrete floor slab |
| CNB021582637A Expired - Fee Related CN100370095C (en) | 2002-12-22 | 2002-12-22 | Hole constructing component for in situ cast steel bar reinforced concrete |
| CN 200710007432 Pending CN101063361A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete pore-creating |
| CNB2007100046753A Ceased CN100467759C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete pore-forming |
| CN 200610092195 Pending CN1924212A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ steel bar concrete pore-forming |
| CNB2006100933235A Expired - Fee Related CN100501024C (en) | 2002-12-22 | 2002-12-22 | Member for hole forming for cast-in-situ reinforced concrete |
Family Applications After (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200610092190XA Expired - Fee Related CN100535273C (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ steel bar reinforced concrete hole making used component |
| CNB2007100046787A Expired - Fee Related CN100427701C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete pore-forming |
| CN 200710007431 Pending CN101063360A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situs reinforced concrete pore-creating |
| CNB2006100933220A Expired - Fee Related CN100501023C (en) | 2002-12-22 | 2002-12-22 | Member for hole forming of cast-in-situ reinforced concrete |
| CNA2008100838085A Pending CN101324095A (en) | 2002-12-22 | 2002-12-22 | Cast-in-situ reinforced concrete floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (13) | CN100476099C (en) |
Families Citing this family (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101324137B (en) * | 2004-09-02 | 2011-05-04 | 湖南邱则有专利战略策划有限公司 | Hollow carcass for cast-in-situ concrete filling |
| CN101311473B (en) * | 2004-09-02 | 2011-03-23 | 湖南邱则有专利战略策划有限公司 | Hollow mold for filling cast-in-place concrete |
| CN101311472B (en) * | 2004-09-02 | 2010-06-09 | 邱则有 | Hollow mold for filling cast-in-place concrete |
| CN1814950B (en) * | 2005-02-01 | 2010-10-06 | 邱则有 | Plastic thin-wall tube |
| CN1814948B (en) * | 2005-02-01 | 2010-08-11 | 邱则有 | Plastic thin-wall tube |
| CN1814962B (en) * | 2005-02-02 | 2011-08-10 | 湖南邱则有专利战略策划有限公司 | Plastic thin-wall tube |
| CN1814956B (en) * | 2005-02-02 | 2010-05-05 | 邱则有 | Plastic thin-wall tube |
| CN1814955B (en) * | 2005-02-02 | 2010-05-05 | 邱则有 | Plastic thin-wall tube |
| CN1814953B (en) * | 2005-02-02 | 2010-09-22 | 邱则有 | Plastic thin-wall tube |
| CN101832024B (en) * | 2005-02-02 | 2012-05-23 | 湖南邱则有专利战略策划有限公司 | Plastic thin-wall pipe |
| CN1814954B (en) * | 2005-02-02 | 2010-05-05 | 邱则有 | Plastic thin-wall tube |
| CN100449080C (en) * | 2005-02-07 | 2009-01-07 | 邱则有 | Plastic box with thin wall |
| CN100458067C (en) * | 2005-02-07 | 2009-02-04 | 邱则有 | Plastic pipe with thin wall |
| CN100458065C (en) * | 2005-02-07 | 2009-02-04 | 邱则有 | Plastic pipe with thin wall |
| CN101550741B (en) * | 2005-02-07 | 2012-09-12 | 湖南邱则有专利战略策划有限公司 | Plastic thin wall caddy |
| CN101550742B (en) * | 2005-02-07 | 2011-11-16 | 湖南邱则有专利战略策划有限公司 | Plastic thin wall caddy |
| CN100458064C (en) * | 2005-02-07 | 2009-02-04 | 邱则有 | Plastic box with thin wall |
| CN100458068C (en) * | 2005-02-07 | 2009-02-04 | 邱则有 | Plastic pipe with thin wall |
| CN100467791C (en) * | 2005-02-07 | 2009-03-11 | 邱则有 | Plastic pipe with thin wall |
| CN100458066C (en) * | 2005-02-07 | 2009-02-04 | 邱则有 | Plastic pipe with thin wall |
| CN101565982B (en) * | 2005-02-08 | 2012-01-04 | 湖南邱则有专利战略策划有限公司 | Plastic thin wall box |
| CN100564747C (en) * | 2005-05-01 | 2009-12-02 | 邱则有 | A kind of plastic thin-wall tube |
| CN100535329C (en) * | 2005-05-01 | 2009-09-02 | 邱则有 | Plastic thin wall pipe |
| CN100516418C (en) * | 2005-05-10 | 2009-07-22 | 邱则有 | Plastic thin wall pipe |
| CN1982577B (en) * | 2005-07-25 | 2010-09-01 | 邱则有 | Hollow core mould for filling cast-in-situs hollow concrete |
| CN102071766A (en) * | 2011-01-17 | 2011-05-25 | 陈金武 | Transversely-integral cast-in-place reinforced concrete pore-forming component and construction method |
| CN103132693A (en) * | 2013-03-01 | 2013-06-05 | 中天建设集团有限公司 | Small fillet mold |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| IT1264998B1 (en) * | 1993-12-15 | 1996-10-17 | Florenzio Cappellato | LIGHTENING ELEMENT FOR SLABS AND DECKS IN REINFORCED CEMENT CONGLOMERATE |
| JPH11270135A (en) * | 1998-03-20 | 1999-10-05 | Taisei Corp | Sheathing plate engineering method of earth floor slab construction joint |
| JP2000127132A (en) * | 1998-10-27 | 2000-05-09 | Sankin:Kk | Implement for forming through hole of reinforced concrete structure, its core and method for forming through hole |
| CN2378468Y (en) * | 1998-12-10 | 2000-05-17 | 谢传兴 | Cast-in-place bridge magnesite inner form |
| CN2401625Y (en) * | 1999-11-22 | 2000-10-18 | 邱则有 | Reinforced fiber thin-wall cylinder for in-situ concrete filling |
| CN2487805Y (en) * | 2001-09-30 | 2002-04-24 | 邱则有 | Hollow pipe structure member for combined structure of cast-in-situ concrete |
| CN1152182C (en) * | 2001-10-09 | 2004-06-02 | 邱则有 | Hollow pipe member for in-situ deposited steel bar reinforced concrete combined structure |
| CN1111235C (en) * | 2001-09-30 | 2003-06-11 | 邱则有 | Hollow tubular member of combined reinforced concrete depositing structure |
| CN1151914C (en) * | 2002-04-01 | 2004-06-02 | 邱则有 | Technology for making thin-wall tube with reinforcing ribs for reinforced concrete |
-
2002
- 2002-12-22 CN CNB2006100921948A patent/CN100476099C/en not_active Expired - Fee Related
- 2002-12-22 CN CNA2008100838193A patent/CN101328727A/en active Pending
- 2002-12-22 CN CNB021582637A patent/CN100370095C/en not_active Expired - Fee Related
- 2002-12-22 CN CN 200710007432 patent/CN101063361A/en active Pending
- 2002-12-22 CN CNB2007100046753A patent/CN100467759C/en not_active Ceased
- 2002-12-22 CN CN 200610092195 patent/CN1924212A/en active Pending
- 2002-12-22 CN CNB2006100933235A patent/CN100501024C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046768A patent/CN100467810C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200610092190XA patent/CN100535273C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046787A patent/CN100427701C/en not_active Expired - Fee Related
- 2002-12-22 CN CN 200710007431 patent/CN101063360A/en active Pending
- 2002-12-22 CN CNB2006100933220A patent/CN100501023C/en not_active Expired - Fee Related
- 2002-12-22 CN CNA2008100838085A patent/CN101324095A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| CN101324095A (en) | 2008-12-17 |
| CN1928282A (en) | 2007-03-14 |
| CN101063361A (en) | 2007-10-31 |
| CN1877008A (en) | 2006-12-13 |
| CN101063360A (en) | 2007-10-31 |
| CN1991100A (en) | 2007-07-04 |
| CN1991102A (en) | 2007-07-04 |
| CN1924212A (en) | 2007-03-07 |
| CN100476099C (en) | 2009-04-08 |
| CN100370095C (en) | 2008-02-20 |
| CN101328727A (en) | 2008-12-24 |
| CN100535273C (en) | 2009-09-02 |
| CN100467759C (en) | 2009-03-11 |
| CN1877007A (en) | 2006-12-13 |
| CN100427701C (en) | 2008-10-22 |
| CN1510229A (en) | 2004-07-07 |
| CN1991099A (en) | 2007-07-04 |
| CN1955389A (en) | 2007-05-02 |
| CN100501023C (en) | 2009-06-17 |
| CN100501024C (en) | 2009-06-17 |
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Effective date of registration: 20101104 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor Patentee before: Qiu Zeyou |
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