CN100467811C - Component for cast-in-situ reinforcing steel bar concrete - Google Patents
Component for cast-in-situ reinforcing steel bar concrete Download PDFInfo
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- CN100467811C CN100467811C CNB2007100046772A CN200710004677A CN100467811C CN 100467811 C CN100467811 C CN 100467811C CN B2007100046772 A CNB2007100046772 A CN B2007100046772A CN 200710004677 A CN200710004677 A CN 200710004677A CN 100467811 C CN100467811 C CN 100467811C
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Abstract
Disclosed is a member for cast-in-situ concrete, characterized in that the member is formed from two half-component (1) through clasp fastening, the two half-components (1) being basin-shape members provided with fastening arrangements of stand, primary and secondary clamp, rabbet, small steps, curled edge or groove, the half-component (1) is provided with at least one of female mold (3) or groove (4), aperture (5), internal corner (6), projected module (7), projected stick (8) or branch tube (9). 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 02158266.1, name is called the dividing an application of application for a patent for invention of " a kind of cast-in-situ reinforced concrete member ".
(1) technical field
The present invention relates to a kind of cast-in-situ reinforced concrete member.
(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.The patent No. as 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, at it not during setting and harden, with another the half of Guan Yuqi that has hardened condense form whole, and then shutoff two-port and form integral 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 and be urgent need with member.
(3) summary of the invention
The object of the present invention is to provide a kind of cast-in-situ reinforced concrete member, 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 member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.Like this, half of parts can disposablely make at in-mold molding, and it produces simple, convenient, cost is low, intensity height, convenient in carrying, the corresponding cost that also reduces hollow building cover, simultaneously, in factory or when construction, two half of parts are fastened whole, promptly formed hollow thin-wall component, accelerate speed of application, reduced construction cost, and can carry out follow-up construction easily; In addition, mutual embedding between member and the Cast-in-place concrete effect of squeezing is better, and the member of formed various types can satisfy the needs of various different occasions, 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 also is at least one half of parts the joining parts are arranged.Like this, the two halves part bonding is fixing more convenient, quick, firm.
Feature of the present invention is that also described joining parts are metal foil band, strap, polyester band, braid over braid, iron wire, wire gauze, fibre, wire, cloth, weldment.Like this, joining parts 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 joining parts are arranged on the baffle plate of half of parts or long on the limit or on both.Like this, more convenient construction helps accelerating speed of application, reduces construction cost.
Feature of the present invention is that also the cross sectional shape of two halves parts is inequality.Like this, formed member can satisfy the special requirement of design and construction unit, helps reducing construction cost.
Feature of the present invention is that also the inside and outside surface configuration of two halves parts is similar and different.Like this, formed member can satisfy the special requirement of design and construction unit, helps reducing construction cost.
Feature of the present invention is that also the wall of half of parts 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 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 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 half of parts are metal die spare, metallic spiral corrugated, improved plastics structural shape.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 half of parts are provided with at least one in reinforcing rib or stiffening rib or the bracing boom.Like this, the intensity and the rigidity of half of parts are bigger, and the intensity of respective members and rigidity are also big.
Feature of the present invention also is to have on the half of parts at least one that reveal in stiffening rib, dew bracing boom or the dew reinforce.Like this, after member is applied to hollow building cover, and the adhesion strength between the Cast-in-place concrete is higher, and globality is better.
Feature of the present invention is that also half of parts button commissure has the dew reinforce.Like this, the adhesion strength between member and the Cast-in-place concrete is higher, and globality is better.
Feature of the present invention also is described stiffening rib, bracing boom and being connected to of half of parts is fixed or movable is connected.Like this, make things convenient for design and construction unit to select for use, help reducing construction cost.
Feature of the present invention is that also the cross sectional shape of half of parts 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.
A kind of cast-in-situ reinforced concrete member that is applied to hollow arch without beam; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
A kind of cast-in-situ reinforced concrete member that is applied to hollow building cover; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
A kind of cast-in-situ reinforced concrete member that is applied to hollow roof system; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
A kind of cast-in-situ reinforced concrete member that is applied to the hyollow foundation base plate; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
A kind of cast-in-situ reinforced concrete member that is applied to hollow wall; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
A kind of cast-in-situ reinforced concrete member that is applied to hollow bridges; it is characterized in that member is that two half of parts are fastened to form; on at least one half of parts the joining parts are arranged; the joining parts are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and the module of die or groove, hole, inner corner trim, protrusion, the stick of protrusion or at least one in the arm are arranged on the half of parts.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is half of parts, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, member is that two half of parts 1 are fastened to form mutually.
Fig. 2 is the structural representation of the embodiment of the invention 2, and the end of its half of parts 1 is provided with baffle plate 2.
Fig. 3 is the structural representation of the embodiment of the invention 3, fixedlys connected for welding between its baffle plate 2 and the half of parts 1.
Fig. 4 is the structural representation of the embodiment of the invention 4, the stick 8 that inner corner trim 6 is arranged on its half of parts 1, protrudes.
Fig. 5 is the structural representation of the embodiment of the invention 5, on its half of parts 1 arm 9 is arranged.
Fig. 6 is the structural representation of the embodiment of the invention 6, fluted 4 on its half of parts 1, hole 5.
Fig. 7 is the structural representation of the embodiment of the invention 7, the module 7 of die 3 is arranged on its half of parts 1, protruding.
Fig. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.
Fig. 9 is the structural representation of the embodiment of the invention 9, and its joining parts 10 are the metal foil band.
Figure 10 is the structural representation of the embodiment of the invention 10, its joining parts 10 be arranged on half of parts 1 baffle plate 2 and long on the limit, be iron wire joining parts on the baffle plate 2, long on the limit for approaching band joining parts.
Figure 11 is the structural representation of the embodiment of the invention 11, and the cross sectional shape of its two halves parts 1 is inequality, and its upper parts have the module 7 of protrusion.
Figure 12 is the structural representation of the embodiment of the invention 12, and the external surface shape of its two halves parts 1 is inequality, and one is serrated-surface, and another is the plucking surface.
Figure 13 is the structural representation of the embodiment of the invention 13, and the wall of its half of parts 1 is a layer structure 11, layer structure 11 for one deck cementitious matter 12 one deck reinforces 13 again one deck cementitious matter 12 be superimposed and form.
Figure 14 is the structural representation of the embodiment of the invention 14, and its reinforce 13 is a fiberglass gridding cloth.
Figure 15 is the structural representation of the embodiment of the invention 15, and its half of parts 1 are metal die spare.
Figure 16 is the structural representation of the embodiment of the invention 16, and its half of parts 1 are provided with reinforcing rib 14, stiffening rib 15 and bracing boom 16.
Figure 17 is the structural representation of the embodiment of the invention 17, and its half of parts 1 are provided with reinforcing rib 14, stiffening rib 15 and bracing boom 16, and the wall of half of parts 1 is a layer structure 11.
Figure 18 is the structural representation of the embodiment of the invention 18, the stiffening rib 15 of revealing is arranged on its half of parts 1, reveal bracing boom 16 and reveal steel wire reinforce 13.
Figure 19 is the structural representation of the embodiment of the invention 19, its stiffening rib 14, bracing boom 15 and fixing glued connection of being connected to of half of parts 1.
Figure 20 is the structural representation of the embodiment of the invention 20, and the cross sectional shape of its half of parts 1 is a polygon.
(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 member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.In the accompanying drawing, 1 is half of parts, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, member is that two half of parts 1 are fastened to form mutually.Shown in 4 figure, the stick 8 that inner corner trim 6 is arranged on its half of parts 1, protrudes.As shown in Figure 5, on its half of parts 1 arm 9 is arranged.As shown in Figure 6, fluted 4 on its half of parts 1, hole 5.As shown in Figure 7, the module 7 of die 3 is arranged on its half of parts 1, protruding.
Feature of the present invention also is at least one half of parts 1 joining parts 10 are arranged.Fig. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.
Feature of the present invention is that also described joining parts 10 are metal foil band, strap, polyester band, braid over braid, iron wire, wire gauze, fibre, wire, cloth, weldment.As shown in Figure 8, joining parts 10 are iron wire.Fig. 9 is the structural representation of the embodiment of the invention 9, and its joining parts 10 are the metal foil band.
Feature of the present invention is that also described joining parts 10 are arranged on the baffle plate 2 of half of parts 1 or long on the limit or on both.Figure 10 is the structural representation of the embodiment of the invention 10, its joining parts 10 be arranged on half of parts 1 baffle plate 2 and long on the limit, be iron wire joining parts on the baffle plate 2, long on the limit for approaching band joining parts.
Feature of the present invention is that also the cross sectional shape of two halves parts 1 is inequality.Figure 11 is the structural representation of the embodiment of the invention 11, and the cross sectional shape of its two halves parts 1 is inequality, and its upper parts have the module 7 of protrusion.
Feature of the present invention is that also the inside and outside surface configuration of two halves parts 1 is similar and different.Figure 12 is the structural representation of the embodiment of the invention 12, and the external surface shape of its two halves parts 1 is inequality, and one is serrated-surface, and another is the plucking surface.
Feature of the present invention is that also the wall of half of parts 1 is a layer structure 11, layer structure 11 for one deck cementitious matter 12 one deck reinforces 13 again one deck cementitious matter 12 be superimposed and form.Figure 13 is the structural representation of the embodiment of the invention 13, and the wall of its half of parts 1 is a layer structure 11, layer structure 11 for one deck cementitious matter 12 one deck reinforces 13 again one deck cementitious matter 12 be superimposed and form.
Feature of the present invention is that also reinforce 13 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 13, reinforce 13 is a gauze wire cloth.Figure 14 is the structural representation of the embodiment of the invention 14, and its reinforce 13 is a fiberglass gridding cloth.
Feature of the present invention also is the cementitious matter 12 mixture cementitious matter for cement gel ramming material or cement, filler, Admixture, fiber.
Feature of the present invention is that also half of parts 1 are metal die spare, metallic spiral corrugated, improved plastics structural shape.Figure 15 is the structural representation of the embodiment of the invention 15, and its half of parts 1 are metal die spare.
Feature of the present invention is that also half of parts 1 are provided with at least one in reinforcing rib 14 or stiffening rib 15 or the bracing boom 16.Figure 16 is the structural representation of the embodiment of the invention 16, and its half of parts 1 are provided with reinforcing rib 14, stiffening rib 15 and bracing boom 16.Figure 17 is the structural representation of the embodiment of the invention 17, and its half of parts 1 are provided with reinforcing rib 14, stiffening rib 15 and bracing boom 16, and the wall of half of parts 1 is a layer structure 11.
Feature of the present invention also is to have on the half of parts 1 at least one that reveal in stiffening rib 15, dew bracing boom 16 or the dew reinforce 13.Figure 18 is the structural representation of the embodiment of the invention 18, the stiffening rib 15 of revealing is arranged on its half of parts 1, reveal bracing boom 16 and reveal steel wire reinforce 13.
Feature of the present invention is that also half of parts 1 button commissure has the reinforce 13 of revealing.As shown in figure 18, expose at half of parts 1 button commissure steel wire reinforce 13 is arranged.
Feature of the present invention also is described stiffening rib 15, bracing boom 16 and being connected to of half of parts 1 is fixed or movable is connected.Figure 19 is the structural representation of the embodiment of the invention 19, its stiffening rib 14, bracing boom 15 and fixing glued connection of being connected to of half of parts 1.
Feature of the present invention is that also the cross sectional shape of half of parts 1 is circular arc, flute profile, dihedral, shaped form, polygon or arc angle polygon.Figure 20 is the structural representation of the embodiment of the invention 20, and the cross sectional shape of its half of parts 1 is a polygon.
A kind of cast-in-situ reinforced concrete member that is applied to hollow arch without beam, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
A kind of cast-in-situ reinforced concrete member that is applied to hollow building cover, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
A kind of cast-in-situ reinforced concrete member that is applied to hollow roof system, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
A kind of cast-in-situ reinforced concrete member that is applied to the hyollow foundation base plate, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
A kind of cast-in-situ reinforced concrete member that is applied to hollow wall, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
A kind of cast-in-situ reinforced concrete member that is applied to hollow bridges, it is characterized in that member is that two half of parts 1 are fastened to form, on at least one half of parts 1 joining parts 10 are arranged, joining parts 10 are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die 3 or groove 4, hole 5, inner corner trim 6, the module of protruding 7, the stick 8 that protrudes or at least one in the arm 9 are arranged on the half of parts 1.
During the invention process, can adopt cement mortar and fibrous mesh cloth to make half of position 1 in former or on the formpiston, treat demoulding maintenance behind the setting and harden, promptly form half of parts 1, then two half of positions 1 are fastened, promptly form finished product.Can adopt joining parts 10 directly to be fixed into integral body between two limit half parts 1, also can adopt the glued one-tenth of cement gel ramming material whole, perhaps be fastened to form mutually each other.
Claims (22)
1, a kind of cast-in-situ reinforced concrete member, it is characterized in that member is that two half of parts (1) are fastened to form, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
2, a kind of cast-in-situ reinforced concrete member according to claim 1 is characterized in that described joining parts (10) are metal foil band, strap, polyester band, braid over braid, iron wire, wire gauze, fibre, cloth, weldment.
3, a kind of cast-in-situ reinforced concrete member according to claim 1 is characterized in that described joining parts (10) are wire.
4, a kind of cast-in-situ reinforced concrete member according to claim 2 is characterized in that described joining parts (10) are arranged on the baffle plate (2) of half of parts (1) or long on the limit or on both.
5, a kind of cast-in-situ reinforced concrete member according to claim 1 is characterized in that the cross sectional shape of two halves parts (1) is inequality.
6, a kind of cast-in-situ reinforced concrete member according to claim 1 is characterized in that the inside and outside surface configuration of two halves parts (1) is similar and different.
7, according to the described a kind of cast-in-situ reinforced concrete member of arbitrary claim in the claim 1 to 6, the wall that it is characterized in that half of parts (1) is layer structure (11), layer structure (11) for one deck cementitious matter (12) one deck reinforce (13) again one deck cementitious matter (12) be superimposed and form.
8, a kind of cast-in-situ reinforced concrete member according to claim 7 is characterized in that reinforce (13) 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.
9, a kind of cast-in-situ reinforced concrete member according to claim 7 is characterized in that the mixture cementitious matter of cementitious matter (12) for cement gel ramming material or cement, filler, Admixture, fiber.
10,, it is characterized in that half of parts (1) are metal die spare, metallic spiral corrugated, improved plastics structural shape according to the described a kind of cast-in-situ reinforced concrete member of arbitrary claim in the claim 1 to 6.
11,, it is characterized in that half of parts (1) are provided with at least one in reinforcing rib (14) or stiffening rib (15) or the bracing boom (16) according to the described a kind of cast-in-situ reinforced concrete member of arbitrary claim in the claim 1 to 6.
12, a kind of cast-in-situ reinforced concrete member according to claim 11 is characterized in that dew stiffening rib (15) is arranged on the half of parts (1), reveals at least one in bracing boom (16) or the dew reinforce (13).
13, a kind of cast-in-situ reinforced concrete member according to claim 12 is characterized in that half of parts (1) button commissure has dew reinforce (13).
14, a kind of cast-in-situ reinforced concrete member according to claim 11 is characterized in that described stiffening rib (15), bracing boom (16) are connected to fixed or movable the connection with half of parts (1).
15, according to the described a kind of cast-in-situ reinforced concrete member of arbitrary claim in the claim 1 to 6, the cross sectional shape that it is characterized in that half of parts (1) is flute profile, dihedral, shaped form or polygon.
16, according to the described a kind of cast-in-situ reinforced concrete member of arbitrary claim in the claim 1 to 6, the cross sectional shape that it is characterized in that half of parts (1) is circular arc or arc angle polygon.
17, a kind of cast-in-situ reinforced concrete member that is applied to hollow arch without beam, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
18, a kind of cast-in-situ reinforced concrete member that is applied to hollow building cover, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
19, a kind of cast-in-situ reinforced concrete member that is applied to hollow roof system, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
20, a kind of cast-in-situ reinforced concrete member that is applied to the hyollow foundation base plate, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
21, a kind of cast-in-situ reinforced concrete member that is applied to hollow wall, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
22, a kind of cast-in-situ reinforced concrete member that is applied to hollow bridges, it is characterized in that member is that two half of parts (1) are fastened to form, two half of parts (1) are basin-shaped components, on at least one half of parts (1) joining parts (10) are arranged, joining parts (10) are the crimping or the male and female groove of deck, double buckle, tenon, small stair, member, and die (3) or groove (4), hole (5), inner corner trim (6), the module of protruding (7), the stick (8) that protrudes or at least one in the arm (9) are arranged on the half of parts (1).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02158266 CN1510230B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situ steel reinforced concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02158266 Division CN1510230B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situ steel reinforced concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1991101A CN1991101A (en) | 2007-07-04 |
| CN100467811C true CN100467811C (en) | 2009-03-11 |
Family
ID=34236955
Family Applications (16)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100046804A Ceased CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2006100851485A Expired - Fee Related CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CN 02158266 Expired - Fee Related CN1510230B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situ steel reinforced concrete |
| CNB2006100851470A Expired - Fee Related CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2007100046772A Expired - Fee Related CN100467811C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200710007426XA Expired - Fee Related CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CN 200710004674 Pending CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610082109XA Expired - Fee Related CN100362178C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB200610085149XA Expired - Fee Related CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2007100046791A Ceased CN100467812C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046819A Expired - Fee Related CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046823A Expired - Fee Related CN100501097C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100074255A Expired - Fee Related CN100564750C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CNB2006100821140A Expired - Fee Related CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2006100821155A Expired - Fee Related CN100362179C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB200610082116XA Expired - Fee Related CN100390361C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
Family Applications Before (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100046804A Ceased CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2006100851485A Expired - Fee Related CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CN 02158266 Expired - Fee Related CN1510230B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situ steel reinforced concrete |
| CNB2006100851470A Expired - Fee Related CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
Family Applications After (11)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200710007426XA Expired - Fee Related CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CN 200710004674 Pending CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610082109XA Expired - Fee Related CN100362178C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB200610085149XA Expired - Fee Related CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2007100046791A Ceased CN100467812C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046819A Expired - Fee Related CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046823A Expired - Fee Related CN100501097C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100074255A Expired - Fee Related CN100564750C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CNB2006100821140A Expired - Fee Related CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2006100821155A Expired - Fee Related CN100362179C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB200610082116XA Expired - Fee Related CN100390361C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (16) | CN100467813C (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704617A (en) * | 2012-06-12 | 2012-10-03 | 芜湖汉光立体停车设备有限公司 | Plate material for parking shed |
| CN103741855B (en) * | 2014-02-06 | 2015-09-16 | 刘青云 | A kind of preparation method of composite light noggin piece |
| CN105863139A (en) * | 2016-04-13 | 2016-08-17 | 谢孟 | Combined mold body for concrete hollow floor slab |
| CN107571375B (en) * | 2017-08-16 | 2020-05-22 | 河南中原得利马建材有限公司 | Production equipment and production process for filling components inside cast-in-place hollow floor slab |
| CN108678282A (en) * | 2018-05-10 | 2018-10-19 | 长江大学 | Teeprofile and teeprofile regeneration concrete coupled column |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6294639A (en) * | 1985-10-18 | 1987-05-01 | エリ・ロン | Method for striking slab with reinforced concrete rib |
| ATE113686T1 (en) * | 1989-12-19 | 1994-11-15 | Helmut Gerhard Katzenberger | FORMWORK MADE OF PROFILE SHEET METAL FOR COMPOSITE CONCRETE CEILINGS. |
| DE9005635U1 (en) * | 1990-05-17 | 1990-07-19 | Grünzweig + Hartmann AG, 6700 Ludwigshafen | Adhesive anchors for insulation boards, especially those made of mineral wool |
| ATE209742T1 (en) * | 1991-09-24 | 2001-12-15 | Building Solutions Pty Ltd | BUILDING PANEL AND BUILDING WITH SUCH A PANEL |
| AT398218B (en) * | 1993-01-12 | 1994-10-25 | Avi Alpenlaendische Vered | CEILING CONSTRUCTION AND METHOD FOR PRODUCING THE SAME |
| DE19543012A1 (en) * | 1995-11-19 | 1997-05-22 | Hartl Max Dipl Ing | Manufacturing method for foundation plates |
| DE29709773U1 (en) * | 1997-06-05 | 1997-08-07 | DAHMIT Betonwerke GmbH & Co. KG, 80807 München | Precast concrete slab |
| 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 |
| CN1202329C (en) * | 1999-11-29 | 2005-05-18 | 邱则有 | Fiber-reinforced thin-wall box for filling cast-in-place reinforced concrete and its making method |
| DE20113711U1 (en) * | 2001-08-18 | 2001-11-29 | Hummel, Heinz, 49196 Bad Laer | Formwork element as ceiling edge formwork |
| CN1111235C (en) * | 2001-09-30 | 2003-06-11 | 邱则有 | Hollow tubular member of combined reinforced concrete depositing structure |
| CN1152182C (en) * | 2001-10-09 | 2004-06-02 | 邱则有 | Hollow pipe member for in-situ deposited steel bar reinforced concrete combined structure |
| CN1112489C (en) * | 2001-11-15 | 2003-06-25 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN1147653C (en) * | 2001-11-23 | 2004-04-28 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
| CN1174844C (en) * | 2001-12-26 | 2004-11-10 | 邱则有 | Production method of rib stiffener hollow thin-wall pipe for reinforced concrete |
-
2002
- 2002-12-22 CN CNB2007100046804A patent/CN100467813C/en not_active Ceased
- 2002-12-22 CN CNB2006100851485A patent/CN100455740C/en not_active Expired - Fee Related
- 2002-12-22 CN CN 02158266 patent/CN1510230B/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100851470A patent/CN100455739C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046772A patent/CN100467811C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200710007426XA patent/CN100564751C/en not_active Expired - Fee Related
- 2002-12-22 CN CN 200710004674 patent/CN1991098A/en active Pending
- 2002-12-22 CN CNB200610082109XA patent/CN100362178C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200610085149XA patent/CN100458039C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046791A patent/CN100467812C/en not_active Ceased
- 2002-12-22 CN CNB2007100046819A patent/CN100501096C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046823A patent/CN100501097C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100074255A patent/CN100564750C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100821140A patent/CN100381653C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100821155A patent/CN100362179C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200610082116XA patent/CN100390361C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1991103A (en) | 2007-07-04 |
| CN100455740C (en) | 2009-01-28 |
| CN100362178C (en) | 2008-01-16 |
| CN1880601A (en) | 2006-12-20 |
| CN1869362A (en) | 2006-11-29 |
| CN101074576A (en) | 2007-11-21 |
| CN100564750C (en) | 2009-12-02 |
| CN1869363A (en) | 2006-11-29 |
| CN1991104A (en) | 2007-07-04 |
| CN100362179C (en) | 2008-01-16 |
| CN100390361C (en) | 2008-05-28 |
| CN1510230A (en) | 2004-07-07 |
| CN100501096C (en) | 2009-06-17 |
| CN100467813C (en) | 2009-03-11 |
| CN100458039C (en) | 2009-02-04 |
| CN1869364A (en) | 2006-11-29 |
| CN1880600A (en) | 2006-12-20 |
| CN100467812C (en) | 2009-03-11 |
| CN100501097C (en) | 2009-06-17 |
| CN100455739C (en) | 2009-01-28 |
| CN1991101A (en) | 2007-07-04 |
| CN1510230B (en) | 2010-04-28 |
| CN1991106A (en) | 2007-07-04 |
| CN100564751C (en) | 2009-12-02 |
| CN100381653C (en) | 2008-04-16 |
| CN101067335A (en) | 2007-11-07 |
| CN1991098A (en) | 2007-07-04 |
| CN1880599A (en) | 2006-12-20 |
| CN1991105A (en) | 2007-07-04 |
| CN1880597A (en) | 2006-12-20 |
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