CN1415815A - Light weight structural piece for use of filling concrete - Google Patents

Light weight structural piece for use of filling concrete Download PDF

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Publication number
CN1415815A
CN1415815A CN 02154450 CN02154450A CN1415815A CN 1415815 A CN1415815 A CN 1415815A CN 02154450 CN02154450 CN 02154450 CN 02154450 A CN02154450 A CN 02154450A CN 1415815 A CN1415815 A CN 1415815A
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CN
China
Prior art keywords
lightweight
light component
groove
concrete filling
hole
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CN 02154450
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Chinese (zh)
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CN1195140C (en
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邱则有
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邱则有
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Priority to CNB021544506A priority Critical patent/CN1195140C/en
Publication of CN1415815A publication Critical patent/CN1415815A/en
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Publication of CN1195140C publication Critical patent/CN1195140C/en

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Abstract

A light component for filling in concrete includes a light component characterizing in at least a poured hole through the component, and a notch connecting to the hole on the outer surface of the component. After the light component is used in the building covers, the cast-in-place concrete enters into the hole to form concrete post or pier becoming stress and transfer component of building cover in the light component since at least a notch connecting with the casted hole on outer surface of the component the cast-in-place concrete enters in it to form strengthened muscles or stiffening ribs which greatly improves the intensity and rigid of building cover.

Description

A kind of light component for concrete filling
(1) technical field
The present invention relates to a kind of light component for concrete filling.
(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 lightweight member 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, and it is made up of horniness thin-walled tube and two plugs, is applied to use as lightweight member in the arch without beam.The beam army in Shijiazhuang City, Hebei Province city and for example, the patent No. in application on February 23rd, 2000 is that ZL00203695.9, name are called the formwork that uses in " combination concrete hidden rib floor structure " utility model patent, Instructions Page 2 the 5th walk to the 7th line description " formwork can be solid; also can be hollow; light materials such as available plant straw, glass fiber reinforced plastic, sheet iron plate, glass fibre cement are made; its profile can be made shapes such as rectangle, circle, polygon according to designing requirement; ", being applied to equally make up in the concrete hidden rib superstructure also is to use as lightweight member.But no matter be hollow section or box, after being applied to superstructure as permanent lightweight member, the stressed Force transmission parts of no superstructure in its member particularly when the lightweight member size is big, shows more obvious, simultaneously, the intensity of corresponding cast in site floor is relative with rigidity relatively poor, therefore, develops a kind of novel light component for concrete filling, improve the mechanical property of superstructure, for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of light component for concrete filling, after being applied to arch without beam, can significantly improve the mechanical property of superstructure, its shearing resistance, torsional property improve greatly, intensity and rigidity are greatly improved, simultaneously, lightweight member also has characteristics such as simple in structure, that intensity is high, making is easy, cost is low.
Solution of the present invention is on the basis of existing technology, comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.Like this, owing on lightweight member, there is the hole of Cast-in-place concrete cast usefulness to run through lightweight member, after lightweight member is applied to building cover structure, Cast-in-place concrete enters in the hole, after treating setting and harden, form Cast-in-place concrete post or pier, thereby in lightweight member, formed the stressed and Force transmission parts of superstructure, improve the mechanical property of superstructure greatly, particularly improved the shearing resistance of superstructure, antitorque mechanical property greatly; Simultaneously, because at least one groove that is communicated with the cast hole is arranged on external surface of structural member, Cast-in-place concrete enters into reinforcing rib or the stiffening rib that has formed cast in site floor in the groove, thereby the intensity of superstructure and rigidity are greatly improved, thereby reached purpose of the present invention, lightweight member also has characteristics such as simple in structure, that intensity is high, making is easy, cost is low simultaneously, is applicable to the structure of various Cast-in-place concretes building (room) lid, body of wall and road and bridge engineering, is specially adapted to hollow arch without beam.
Feature of the present invention is that also described groove is the step groove.Like this, formed Cast-in-place concrete reinforcing rib or stiffening rib are the reinforcing rib or the stiffening rib of step, the corresponding mechanical property of improving superstructure.
Feature of the present invention is that also described cast hole is that one or both ends are flaring hole.Like this, the concrete cast is more convenient, can effectively improve post or pier stress concentration phenomenon around the corner.
Feature of the present invention is that also described cast hole is an abrupt step shape hole.Like this, help the concrete cast on the one hand, improve post or pier stress concentration phenomenon around the corner; Can form Cast-in-place concrete cap or pier cap on the other hand, further improve the stress performance of superstructure.
Feature of the present invention is that also described cast hole is the cast hole of square circular or oval or polygon or arc angle polygon or its combination of cross or in-line.Like this, more convenient design and production unit help reducing and produce and construction cost.
Feature of the present invention is that also there are at least one groove that is communicated with it or at least one in the recessed district in the two ends of pouring into a mould hole.Wherein, when concrete is poured into a mould, the Cast-in-place concrete reinforcing rib can be formed in the groove, the cap of Cast-in-place concrete can be formed in the recessed district.Like this, all can form Cast-in-place concrete reinforcing rib or concrete cap in the top and bottom of lightweight member, thereby the intensity of superstructure and rigidity improves greatly, simultaneously, the mutual wedge action between lightweight member and the Cast-in-place concrete is further strengthened, and the globality of superstructure greatly improves.
Feature of the present invention also be with pour into a mould groove that hole is communicated with or recessed district be shaped as arc or broken line shape.Like this, the mutual wedge action between lightweight member and the Cast-in-place concrete is stronger, and the globality of superstructure is better.
Feature of the present invention is that also the groove more than two is the orthogonal thereto or oblique layout of intersection point with the cast hole.Like this, the Cast-in-place concrete rib of formation or reinforcing rib and post or pier are interconnected to integral body, have improved the globality and the mechanical property of superstructure.
Feature of the present invention is that also lightweight member has a plurality of cast holes to be a row or two rows or arranges more and put, and is parallel or quadrature or oblique between two rows or the many rows each other.Like this, can design,, reduce and produce and construction cost to satisfy the needs of different units in charge of construction according to actual conditions.
Feature of the present invention is that also the plane of pouring into a mould hole and recess axis formation is parallel to each other each other.Like this, can design,, reduce and produce and construction cost, simultaneously, can further improve the mechanical property of superstructure to satisfy the needs of different units in charge of construction according to actual conditions.
Feature of the present invention is that also lightweight member has at least one groove on the sidewall all around.Like this, in the groove of side, can form the Cast-in-place concrete bar, when size is big, can form concrete post or pier, can further improve the mechanical property of superstructure.
Feature of the present invention also is the groove connection that the groove on the sidewall links to each other with the cast hole around the lightweight member.Like this, reinforcing rib that forms on lightweight member or stiffening rib and post or pier can form the network structure in space, further improve the mechanical property of superstructure.
Feature of the present invention is that also groove is parallel on the lightweight member surface or quadrature or oblique layout.Like this, can design,, reduce and produce and construction cost to satisfy the needs of different units in charge of construction according to actual conditions.
Feature of the present invention also is to have in the lightweight member at least one in bracing boom, reinforcing rib, the stiffening rib.Like this, the intensity and the rigidity of lightweight member are higher, and globality is better, can further improve the stressed and transmission force property of superstructure, improve the mechanical property of superstructure.
Feature of the present invention also is in lightweight member, bracing boom, reinforcing rib or the stiffening rib at least one reinforce is arranged.Like this, the intensity and the rigidity of member are bigger, and globality is higher, and the stressed and transmission force property that participates in superstructure is better.
Feature of the present invention is that also reinforce is at least one in reinforcing bar, steel wire, prestressed reinforcement, gauze wire cloth, steel mesh reinforcement, fiber, fleece or cloth, thin band, braid over braid, the strap.Like this, reinforce wide in variety can be selected according to design and the needs of producing, and help reducing construction and cost of production.
Feature of the present invention also is to have in the lightweight member at least one that reveal in bar, dew rib or the dew reinforce.Like this, the bonding between lightweight member and the Cast-in-place concrete is more firm, and the globality of superstructure is better.
Feature of the present invention is that also align member is arranged on the lightweight member.Like this, lightweight member is more convenient when construction, helps accelerating speed of application, reduces construction cost.
Feature of the present invention is that also butting member is arranged on the lightweight member.Like this, lightweight member is more convenient when construction, helps accelerating speed of application, reduces construction cost.
Feature of the present invention is that also there is inner corner trim at least one corner of lightweight member.Like this, can form the bar of Cast-in-place concrete at the inner corner trim place, size can form post or pier when big, can further improve the mechanical property of superstructure.
Feature of the present invention is that also described inner corner trim is connected with groove.Like this, Cast-in-place concrete post that forms on the lightweight member or pier and stiffening rib or reinforcing rib form spacial framework, can further improve the mechanical property of superstructure.
Feature of the present invention is that also lightweight member is polyhedron, cylinder, circular cone stage body, pyramid stage body, arc angle shape polyhedron.
A kind of light component for concrete filling that is applied to Cast-in-place Concrete Building Floor comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to the Cast-in-place concrete arch without beam comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to the Cast-in-place concrete roof system comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to sole plate comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to body of wall comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to bridge comprises lightweight member, it is characterized in that the cast hole that has at least one to run through in the lightweight member, simultaneously, at least one groove that is communicated with the cast hole is arranged on external surface of structural member.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.Among Fig. 1,1 is lightweight member, and 2 are the cast hole, and 3 is groove, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1,4 holes that run through 2 are arranged in the lightweight member 1, simultaneously, 4 grooves 3 that are communicated with cast hole 2 are arranged on external surface of structural member.
Fig. 2 is the structural representation of the embodiment of the invention 2, and its groove 3 is the step groove.
Fig. 3 is the structural representation of the embodiment of the invention 3, and an end of its hole 2 is tubaeform.
Fig. 4 is the structural representation of the embodiment of the invention 4, and the two ends of its hole 2 are tubaeform.
Fig. 5 is the structural representation of the embodiment of the invention 5, and its hole 2 is an abrupt step shape hole.
Fig. 6 is the structural representation of the embodiment of the invention 6, and its hole 2 is a circular opening.
Fig. 7 is the structural representation of the embodiment of the invention 7, and its hole 2 is criss-cross square hole.
Fig. 8 is the structural representation of the embodiment of the invention 8, the square hole in its hole 2 recessed district 4 for the end has.
Fig. 9 is the structural representation of the embodiment of the invention 9, the two ends of its hole 2 not only fluted 3 but also have recessed district 4 to be attached thereto.
Figure 10 is the structural representation of the embodiment of the invention 10, and its groove 3 is that broken-line type is trapezoidal, and recessed district 4 is the recessed district of fold angle type.
Figure 11 is the structural representation of the embodiment of the invention 11, and its groove 3 is an arc groove, and recessed district 4 is the recessed district of right-angle type.
Figure 12 is the structural representation of the embodiment of the invention 12, and its groove 3 is the orthogonal thereto layout of intersection point with cast hole 2.
Figure 13 is the structural representation of the embodiment of the invention 13, and its 3 cast holes 2 are to arrange to be put.
Figure 14 is the structural representation of the embodiment of the invention 14, and its a plurality of cast holes 2 are two row and quadrature arrangement.
Figure 15 is the structural representation of the embodiment of the invention 15, and its cast hole 2 is parallel to each other each other with the plane that groove 3 axis constitute.
Figure 16 is the structural representation of the embodiment of the invention 16, around it on sidewall 5 fluted 3.
Figure 17 is the structural representation of the embodiment of the invention 17, and the groove 3 that the groove 3 on its sidewall 5 links to each other with cast hole 2 is communicated with.
Figure 18 is the structural representation of the embodiment of the invention 18, and its groove 3 is in lightweight member 1 surperficial orthogonal thereto layout.
Figure 19 is the structural representation of the embodiment of the invention 19, and in bracing boom 6, reinforcing rib 7, the stiffening rib 8 at least one arranged in its lightweight member 1.
Figure 20 is the structural representation of the embodiment of the invention 20, and thin band reinforce 9 is arranged in its lightweight member 1, the stiffening rib 8.
Figure 21 is the structural representation of the embodiment of the invention 21, and thin band, reinforcing bar reinforce 9 are arranged respectively in its lightweight member 1, the reinforcing rib 7.
Figure 22 is the structural representation of the embodiment of the invention 22, have in its lightweight member 1 to reveal reinforcing bar reinforce 9, and the end stretch of member 1 goes out sidewall 5, is layer structure.
Figure 23 is the structural representation of the embodiment of the invention 23, and drag hook type align member 10 and socket joint bar and socket joint pole 11 are arranged on its lightweight member 1.Align member 10 can be drag hook, draw ring or iron wire etc.Butting member 11 can be bell-and-spigot pipe, socket joint hole, reinforcing bar, latch, cutting ferrule etc.
Figure 24 is the structural representation of the embodiment of the invention 24, and there is inner corner trim 12 in the corner of its lightweight member 1.
Figure 25 is the structural representation of the embodiment of the invention 25, and its inner corner trim 12 is connected with groove 3.
Figure 26 is the structural representation of the embodiment of the invention 26, and its inner corner trim 12 is connected with groove 3.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises lightweight member 1 as shown in drawings, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.Fig. 1 is the structural representation of the embodiment of the invention 1.Among Fig. 1,1 is lightweight member, and 2 are the cast hole, and 3 is groove, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1,4 holes that run through 2 are arranged in the lightweight member 1, simultaneously, 4 grooves 3 that are communicated with cast hole 2 are arranged on external surface of structural member.
Feature of the present invention is that also described groove 3 is the step groove.Fig. 2 is the structural representation of the embodiment of the invention 2, and its groove 3 is the step groove.
Feature of the present invention is that also described cast hole 2 is flaring hole for one or both ends.Fig. 3 is the structural representation of the embodiment of the invention 3, and an end of its hole 2 is tubaeform.Fig. 4 is the structural representation of the embodiment of the invention 4, and the two ends of its hole 2 are tubaeform.
Feature of the present invention is that also described cast hole 2 is abrupt step shape hole.Fig. 5 is the structural representation of the embodiment of the invention 5, and its hole 2 is an abrupt step shape hole.
Feature of the present invention also is the cast hole of described cast hole 2 for square circular or oval or polygon or arc angle polygon or its combination of cross or in-line.Its hole 2 of Fig. 1 to Fig. 5 is square hole.Fig. 6 is the structural representation of the embodiment of the invention 6, and its hole 2 is a circular opening.Fig. 7 is the structural representation of the embodiment of the invention 7, and its hole 2 is criss-cross square hole.Fig. 8 is the structural representation of the embodiment of the invention 8, the square hole in its hole 2 recessed district 4 for the end has.
Feature of the present invention is that also there are at least one groove 3 that is communicated with it or at least one in the recessed district 4 in the two ends of pouring into a mould hole 2.Fig. 9 is the structural representation of the embodiment of the invention 9, the two ends of its hole 2 not only fluted 3 but also have recessed district 4 to be attached thereto.
Feature of the present invention also be with pour into a mould groove 3 that hole 2 is communicated with or recessed district 4 be shaped as arc or broken line shape.Figure 10 is the structural representation of the embodiment of the invention 10, and its groove 3 is that broken-line type is trapezoidal, and recessed district 4 is the recessed district of fold angle type.Figure 11 is the structural representation of the embodiment of the invention 11, and its groove 3 is an arc groove, and recessed district 4 is the recessed district of right-angle type.
Feature of the present invention is that also the groove 3 more than two is the orthogonal thereto or oblique layout of intersection point with cast hole 2.Figure 12 is the structural representation of the embodiment of the invention 12, and its groove 3 is the orthogonal thereto layout of intersection point with cast hole 2.
Feature of the present invention is that also lightweight member 1 has a plurality of cast holes 2 to be a row or two rows or arranges more and put, and is parallel or quadrature or oblique between two rows or the many rows each other.Figure 13 is the structural representation of the embodiment of the invention 13, and its 3 cast holes 2 are to arrange to be put.Figure 14 is the structural representation of the embodiment of the invention 14, and its a plurality of cast holes 2 are two row and quadrature arrangement.
Feature of the present invention also is to pour into a mould hole 2 and is parallel to each other each other with the plane that groove 3 axis constitute.Figure 15 is the structural representation of the embodiment of the invention 15, and its cast hole 2 is parallel to each other each other with the plane that groove 3 axis constitute.
Feature of the present invention is that also lightweight member 1 has at least one groove 3 on the sidewall 5 all around.Figure 16 is the structural representation of the embodiment of the invention 16, around it on sidewall 5 fluted 3.
Feature of the present invention also be lightweight member 1 around groove 3 connections that link to each other with cast hole 2 of groove 3 on the sidewall 5.Figure 17 is the structural representation of the embodiment of the invention 17, and the groove 3 that the groove 3 on its sidewall 5 links to each other with cast hole 2 is communicated with.
Feature of the present invention is that also groove 3 is parallel on lightweight member 1 surface or quadrature or oblique layout.Figure 18 is the structural representation of the embodiment of the invention 18, and its groove 3 is in lightweight member 1 surperficial orthogonal thereto layout.
Feature of the present invention also is to have in the lightweight member 1 at least one in bracing boom 6, reinforcing rib 7, the stiffening rib 8.Figure 19 is the structural representation of the embodiment of the invention 19, and in bracing boom 6, reinforcing rib 7, the stiffening rib 8 at least one arranged in its lightweight member 1.
Feature of the present invention also is in lightweight member 1, bracing boom 6, reinforcing rib 7 or the stiffening rib 8 at least one reinforce 9 is arranged.Figure 20 is the structural representation of the embodiment of the invention 20, and thin band reinforce 9 is arranged in its lightweight member 1, the stiffening rib 8.
Feature of the present invention is that also reinforce 9 is at least one in reinforcing bar, steel wire, prestressed reinforcement, gauze wire cloth, steel mesh reinforcement, fiber, fleece or cloth, thin band, braid over braid, the strap.Figure 21 is the structural representation of the embodiment of the invention 21, and thin band, reinforcing bar reinforce 9 are arranged respectively in its lightweight member 1, the reinforcing rib 7.
Feature of the present invention also is to have in the lightweight member 1 at least one that reveal in bar 6, dew rib 8 or the dew reinforce 9.Figure 22 is the structural representation of the embodiment of the invention 22, have in its lightweight member 1 to reveal reinforcing bar reinforce 9, and the end stretch of member 1 goes out sidewall 5, is layer structure.
Feature of the present invention is that also align member 10 is arranged on the lightweight member 1.
Feature of the present invention is that also butting member 11 is arranged on the lightweight member 1.Figure 23 is the structural representation of the embodiment of the invention 23, and drag hook type align member 10 and socket joint bar and socket joint pole 11 are arranged on its lightweight member 1.Align member 10 can be drag hook, draw ring or iron wire etc.Butting member 11 can be bell-and-spigot pipe, socket joint hole, reinforcing bar, latch, cutting ferrule etc.
Feature of the present invention is that also there is inner corner trim 12 at least one corner of lightweight member 1.Figure 24 is the structural representation of the embodiment of the invention 24, and there is inner corner trim 12 in the corner of its lightweight member 1.
Feature of the present invention is that also described inner corner trim 12 is connected with groove 3.Figure 25 is the structural representation of the embodiment of the invention 25, and its inner corner trim 12 is connected with groove 3.Figure 26 is the structural representation of the embodiment of the invention 26, and its inner corner trim 12 is connected with groove 3.
Feature of the present invention is that also lightweight member 1 is polyhedron, cylinder, circular cone stage body, pyramid stage body, arc angle shape polyhedron.As Fig. 1 to Fig. 4 is hexahedron.Fig. 6 is the arc angle hexahedron.
A kind of light component for concrete filling that is applied to Cast-in-place Concrete Building Floor comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to the Cast-in-place concrete arch without beam comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to the Cast-in-place concrete roof system comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to sole plate comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to body of wall comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
A kind of light component for concrete filling that is applied to bridge comprises lightweight member 1, it is characterized in that the cast hole 2 that has at least one to run through in the lightweight member 1, simultaneously, at least one groove 3 that is communicated with cast hole 2 is arranged on external surface of structural member.
During the invention process, can make the lightweight member 1 of band groove 3 and the die cavity that forms hole 2 with cement gel ramming material and reinforce 9 earlier, boring on lightweight member 1 places the die cavity of hole 2 in the corresponding hole of lightweight member 1 and is bonded in one, can form lightweight member of the present invention.

Claims (28)

1, a kind of light component for concrete filling comprises lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
2, a kind of light component for concrete filling according to claim 1 is characterized in that described groove (3) is the step groove.
3, a kind of light component for concrete filling according to claim 1 is characterized in that described cast hole (2) is flaring hole for one or both ends.
4, a kind of light component for concrete filling according to claim 1 is characterized in that described cast hole (2) is an abrupt step shape hole.
5, a kind of light component for concrete filling according to claim 1 is characterized in that the cast hole of described cast hole (2) for square circular or oval or polygon or arc angle polygon or its combination of cross or in-line.
6,, it is characterized in that there are at least one groove (3) that is communicated with it or at least one in recessed district (4) in the two ends of pouring into a mould hole (2) according to claim 1,2,3,4 or 5 described a kind of light component for concrete filling.
7, a kind of light component for concrete filling according to claim 6, it is characterized in that with the groove (3) that is communicated with of cast hole (2) or recessed district (4) be shaped as arc or broken line shape.
8, a kind of light component for concrete filling according to claim 1 is characterized in that the groove (3) more than two is the orthogonal thereto or oblique layout of intersection point with cast hole (2).
9, a kind of light component for concrete filling according to claim 1 is characterized in that lightweight member (1) has a plurality of cast holes (2) to be a row or two rows or arranges more and put, and is parallel or quadrature or oblique between two rows or the many rows each other.
10, a kind of light component for concrete filling according to claim 1 is characterized in that pouring into a mould hole (2) and is parallel to each other each other with the plane that groove (3) axis constitutes.
11, a kind of light component for concrete filling according to claim 1 is characterized in that lightweight member (1) has at least one groove (3) on the sidewall (5) all around.
12, a kind of light component for concrete filling according to claim 11, it is characterized in that lightweight member (1) around groove (3) connection that links to each other with cast hole (2) of groove (3) on the sidewall (5).
13, a kind of light component for concrete filling according to claim 1 is characterized in that groove (3) is parallel on lightweight member (1) surface or quadrature or oblique layout.
14, a kind of light component for concrete filling according to claim 1 is characterized in that having in the lightweight member (1) at least one in bracing boom (6), reinforcing rib (7), the stiffening rib (8).
15, a kind of light component for concrete filling according to claim 14 is characterized in that at least one in lightweight member (1), bracing boom (6), reinforcing rib (7) or the stiffening rib (8) reinforce (9) being arranged.
16, a kind of light component for concrete filling according to claim 15 is characterized in that reinforce (9) is at least one in reinforcing bar, steel wire, prestressed reinforcement, gauze wire cloth, steel mesh reinforcement, fiber, fleece or cloth, thin band, braid over braid, the strap.
17, a kind of light component for concrete filling according to claim 15 is characterized in that dew bar (6) is arranged in the lightweight member (1), reveals at least one in rib (8) or the dew reinforce (9).
18, a kind of light component for concrete filling according to claim 1 is characterized in that align member (10) is arranged on the lightweight member (1).
19, a kind of light component for concrete filling according to claim 1 is characterized in that butting member (11) is arranged on the lightweight member (1).
20, a kind of light component for concrete filling according to claim 1 is characterized in that there is inner corner trim (12) at least one corner of lightweight member (1).
21, a kind of light component for concrete filling according to claim 20 is characterized in that described inner corner trim (12) is connected with groove (3).
22, a kind of light component for concrete filling according to claim 1 is characterized in that lightweight member (1) is polyhedron, cylinder, circular cone stage body, pyramid stage body, arc angle shape polyhedron.
23, a kind of light component for concrete filling that is applied to Cast-in-place Concrete Building Floor, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
24, a kind of light component for concrete filling that is applied to the Cast-in-place concrete arch without beam, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
25, a kind of light component for concrete filling that is applied to the Cast-in-place concrete roof system, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
26, a kind of light component for concrete filling that is applied to sole plate, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
27, a kind of light component for concrete filling that is applied to body of wall, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
28, a kind of light component for concrete filling that is applied to bridge, comprise lightweight member (1), it is characterized in that the cast hole (2) that has at least one to run through in the lightweight member (1), simultaneously, at least one groove (3) that is communicated with cast hole (2) is arranged on external surface of structural member.
CNB021544506A 2002-12-15 2002-12-15 Light weight structural piece for use of filling concrete CN1195140C (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
CNB021544506A CN1195140C (en) 2002-12-15 2002-12-15 Light weight structural piece for use of filling concrete

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CN1415815A true CN1415815A (en) 2003-05-07
CN1195140C CN1195140C (en) 2005-03-30

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Cited By (59)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1293274C (en) * 2003-11-02 2007-01-03 邱则有 Concrete filled light mould member
CN1293268C (en) * 2003-07-29 2007-01-03 邱则有 Cavity structural member for cast-in-place concrete formation
CN1296583C (en) * 2003-10-21 2007-01-24 邱则有 Hollow form structural member
CN1296585C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light member
CN1296586C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN1296584C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN1304710C (en) * 2003-11-02 2007-03-14 邱则有 Concrete filled light mould member
CN1320236C (en) * 2003-11-02 2007-06-06 邱则有 Concrete filled light mould member
CN1325736C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN1325737C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN100336997C (en) * 2003-11-02 2007-09-12 邱则有 Concrete filled light mould member
CN100346040C (en) * 2003-11-02 2007-10-31 邱则有 Concrete filled light mould member
CN100365219C (en) * 2003-11-02 2008-01-30 邱则有 Concrete filled light mould member
CN100370104C (en) * 2004-01-06 2008-02-20 邱则有 Combined reinforced concrete hollow floor slab
CN100393968C (en) * 2003-06-30 2008-06-11 邱则有 Thin wall mould component
CN100400771C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100422460C (en) * 2004-05-10 2008-10-01 邱则有 Lightweight hollow slab made from concrete reinforced by steel bar cast in-site
CN100434607C (en) * 2003-08-04 2008-11-19 邱则有 Hollow chamber mold shell member
CN100434604C (en) * 2003-09-15 2008-11-19 邱则有 Light mould component for cast-in-place concrete
CN100441813C (en) * 2003-10-01 2008-12-10 邱则有 Shuttering member
CN100449075C (en) * 2003-07-11 2009-01-07 邱则有 Hollow member for concrete
CN100449083C (en) * 2003-10-01 2009-01-07 邱则有 Shuttering member
CN100449074C (en) * 2004-01-06 2009-01-07 邱则有 Combined reniforced concrete hollow floorslab
CN100449093C (en) * 2004-11-23 2009-01-07 邱则有 Cavity structural member for hollow concrete slab
CN100458047C (en) * 2003-09-15 2009-02-04 邱则有 Component of moulding bed in lightweight in use for pouring concrete in site
CN100458046C (en) * 2003-10-01 2009-02-04 邱则有 Form component
CN100476107C (en) * 2003-10-27 2009-04-08 邱则有 Permanent formwork for concrete filling
CN100501047C (en) * 2003-10-27 2009-06-17 邱则有 Permanent formwork for concrete filling
CN100516403C (en) * 2003-08-04 2009-07-22 邱则有 Cavity form component for cast-in-situ concrete
CN100516400C (en) * 2003-09-26 2009-07-22 邱则有 Cavity mould-shell structural component
CN101612755A (en) * 2003-10-21 2009-12-30 邱则有 A kind of preparation method of Cavity structural member
CN1807797B (en) * 2003-10-01 2010-04-07 邱则有 Shuttering member
CN1609370B (en) * 2003-10-21 2010-05-05 邱则有 Hollow component
CN1807799B (en) * 2003-10-01 2010-05-05 邱则有 Shuttering member
CN1779170B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN1779169B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN1779168B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN101196079B (en) * 2003-08-04 2010-06-02 邱则有 Formwork component for cast-in-situ concrete
CN1779100B (en) * 2004-11-23 2010-07-14 邱则有 Hollow concrete slab
CN101004044B (en) * 2003-11-02 2010-09-01 邱则有 A lightweight component in use for filling in concrete
CN1958988B (en) * 2005-07-21 2010-11-03 邱则有 Lightweight permanent embryonic shell in use for filling concrete
CN101012674B (en) * 2003-09-26 2010-11-03 邱则有 Cavity mould component
CN1641140B (en) * 2004-01-06 2010-12-08 湖南邱则有专利战略策划有限公司 Combnied reinforced concrete hollow floorslab
CN1958987B (en) * 2005-07-21 2011-08-03 湖南邱则有专利战略策划有限公司 Lightweight permanent embryonic shell in use for filling concrete
CN101004049B (en) * 2003-09-26 2011-10-05 湖南邱则有专利战略策划有限公司 A hollow shuttering component
CN101644090B (en) * 2003-10-21 2011-10-05 湖南邱则有专利战略策划有限公司 Cavity member
CN101696587B (en) * 2004-11-19 2011-12-21 湖南邱则有专利战略策划有限公司 Prefabricated part for light plate
CN102041858B (en) * 2004-11-22 2012-01-18 邱则有 Cavity member for concrete hollow slab
CN102061760B (en) * 2004-11-22 2012-01-18 邱则有 Cavity member for concrete hollow slab
CN101418606B (en) * 2004-01-06 2012-07-04 湖南邱则有专利战略策划有限公司 Combined reinforced concrete hollow floor
CN102011447B (en) * 2004-11-22 2012-07-04 邱则有 Cavity structural member for concrete hollow core slab
CN101037879B (en) * 2003-07-29 2012-07-04 湖南邱则有专利战略策划有限公司 Cavity member used for cast-in-situ concrete molding
CN102003011B (en) * 2004-11-22 2012-07-25 邱则有 Cavity member for concrete hollow plate
CN102021964B (en) * 2004-11-22 2012-09-12 邱则有 Cavity member for concrete hollow core slab
CN1840796B (en) * 2003-07-28 2012-09-12 湖南邱则有专利战略策划有限公司 Cavity member for cast-in-situ concrete forming
CN102011451B (en) * 2004-11-22 2012-11-28 邱则有 Cavity component for concrete hollow slabs
CN101422932B (en) * 2004-01-20 2013-03-20 湖南邱则有专利战略策划有限公司 Die for forming die-shell component
CN101380768B (en) * 2004-01-20 2013-05-01 湖南邱则有专利战略策划有限公司 Non-knockout-core pore-creating cast-in-situ reinforcing steel concrete hollow brick
CN101422931B (en) * 2004-01-20 2013-05-01 湖南邱则有专利战略策划有限公司 Formwork member molding die

Cited By (60)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100393968C (en) * 2003-06-30 2008-06-11 邱则有 Thin wall mould component
CN100449075C (en) * 2003-07-11 2009-01-07 邱则有 Hollow member for concrete
CN1840796B (en) * 2003-07-28 2012-09-12 湖南邱则有专利战略策划有限公司 Cavity member for cast-in-situ concrete forming
CN101037879B (en) * 2003-07-29 2012-07-04 湖南邱则有专利战略策划有限公司 Cavity member used for cast-in-situ concrete molding
CN1293268C (en) * 2003-07-29 2007-01-03 邱则有 Cavity structural member for cast-in-place concrete formation
CN101196079B (en) * 2003-08-04 2010-06-02 邱则有 Formwork component for cast-in-situ concrete
CN100434607C (en) * 2003-08-04 2008-11-19 邱则有 Hollow chamber mold shell member
CN101196068B (en) * 2003-08-04 2010-06-02 邱则有 Formwork component for cast-in-situ concrete
CN100516403C (en) * 2003-08-04 2009-07-22 邱则有 Cavity form component for cast-in-situ concrete
CN100434604C (en) * 2003-09-15 2008-11-19 邱则有 Light mould component for cast-in-place concrete
CN100458047C (en) * 2003-09-15 2009-02-04 邱则有 Component of moulding bed in lightweight in use for pouring concrete in site
CN101012674B (en) * 2003-09-26 2010-11-03 邱则有 Cavity mould component
CN101004049B (en) * 2003-09-26 2011-10-05 湖南邱则有专利战略策划有限公司 A hollow shuttering component
CN100516400C (en) * 2003-09-26 2009-07-22 邱则有 Cavity mould-shell structural component
CN1807799B (en) * 2003-10-01 2010-05-05 邱则有 Shuttering member
CN100400771C (en) * 2003-10-01 2008-07-09 邱则有 Shuttering member
CN100458046C (en) * 2003-10-01 2009-02-04 邱则有 Form component
CN100441813C (en) * 2003-10-01 2008-12-10 邱则有 Shuttering member
CN100449083C (en) * 2003-10-01 2009-01-07 邱则有 Shuttering member
CN1807797B (en) * 2003-10-01 2010-04-07 邱则有 Shuttering member
CN1609370B (en) * 2003-10-21 2010-05-05 邱则有 Hollow component
CN101644090B (en) * 2003-10-21 2011-10-05 湖南邱则有专利战略策划有限公司 Cavity member
CN1296583C (en) * 2003-10-21 2007-01-24 邱则有 Hollow form structural member
CN101612755A (en) * 2003-10-21 2009-12-30 邱则有 A kind of preparation method of Cavity structural member
CN100476107C (en) * 2003-10-27 2009-04-08 邱则有 Permanent formwork for concrete filling
CN100501047C (en) * 2003-10-27 2009-06-17 邱则有 Permanent formwork for concrete filling
CN1325736C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN1296585C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light member
CN1293274C (en) * 2003-11-02 2007-01-03 邱则有 Concrete filled light mould member
CN1296586C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN100365219C (en) * 2003-11-02 2008-01-30 邱则有 Concrete filled light mould member
CN100346040C (en) * 2003-11-02 2007-10-31 邱则有 Concrete filled light mould member
CN100336997C (en) * 2003-11-02 2007-09-12 邱则有 Concrete filled light mould member
CN1325737C (en) * 2003-11-02 2007-07-11 邱则有 Concrete filled light mould member
CN1296584C (en) * 2003-11-02 2007-01-24 邱则有 Concrete filled light mould member
CN1304710C (en) * 2003-11-02 2007-03-14 邱则有 Concrete filled light mould member
CN101004044B (en) * 2003-11-02 2010-09-01 邱则有 A lightweight component in use for filling in concrete
CN1320236C (en) * 2003-11-02 2007-06-06 邱则有 Concrete filled light mould member
CN101418606B (en) * 2004-01-06 2012-07-04 湖南邱则有专利战略策划有限公司 Combined reinforced concrete hollow floor
CN100370104C (en) * 2004-01-06 2008-02-20 邱则有 Combined reinforced concrete hollow floor slab
CN1641140B (en) * 2004-01-06 2010-12-08 湖南邱则有专利战略策划有限公司 Combnied reinforced concrete hollow floorslab
CN100449074C (en) * 2004-01-06 2009-01-07 邱则有 Combined reniforced concrete hollow floorslab
CN101380768B (en) * 2004-01-20 2013-05-01 湖南邱则有专利战略策划有限公司 Non-knockout-core pore-creating cast-in-situ reinforcing steel concrete hollow brick
CN101422932B (en) * 2004-01-20 2013-03-20 湖南邱则有专利战略策划有限公司 Die for forming die-shell component
CN101422931B (en) * 2004-01-20 2013-05-01 湖南邱则有专利战略策划有限公司 Formwork member molding die
CN100422460C (en) * 2004-05-10 2008-10-01 邱则有 Lightweight hollow slab made from concrete reinforced by steel bar cast in-site
CN1779168B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN1779170B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN101696587B (en) * 2004-11-19 2011-12-21 湖南邱则有专利战略策划有限公司 Prefabricated part for light plate
CN1779169B (en) * 2004-11-19 2010-05-26 邱则有 Precast member for lightweight board
CN102061760B (en) * 2004-11-22 2012-01-18 邱则有 Cavity member for concrete hollow slab
CN102011447B (en) * 2004-11-22 2012-07-04 邱则有 Cavity structural member for concrete hollow core slab
CN102041858B (en) * 2004-11-22 2012-01-18 邱则有 Cavity member for concrete hollow slab
CN102003011B (en) * 2004-11-22 2012-07-25 邱则有 Cavity member for concrete hollow plate
CN102021964B (en) * 2004-11-22 2012-09-12 邱则有 Cavity member for concrete hollow core slab
CN102011451B (en) * 2004-11-22 2012-11-28 邱则有 Cavity component for concrete hollow slabs
CN1779100B (en) * 2004-11-23 2010-07-14 邱则有 Hollow concrete slab
CN100449093C (en) * 2004-11-23 2009-01-07 邱则有 Cavity structural member for hollow concrete slab
CN1958987B (en) * 2005-07-21 2011-08-03 湖南邱则有专利战略策划有限公司 Lightweight permanent embryonic shell in use for filling concrete
CN1958988B (en) * 2005-07-21 2010-11-03 邱则有 Lightweight permanent embryonic shell in use for filling concrete

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