CN1510230B - Member for cast-in-situ steel reinforced concrete - Google Patents
Member for cast-in-situ steel reinforced concrete Download PDFInfo
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- CN1510230B CN1510230B CN 02158266 CN02158266A CN1510230B CN 1510230 B CN1510230 B CN 1510230B CN 02158266 CN02158266 CN 02158266 CN 02158266 A CN02158266 A CN 02158266A CN 1510230 B CN1510230 B CN 1510230B
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Abstract
A member for in-situ casting the reinforced concrete is composed of two halves, which are fastened together to form a hollow thin-wall member used for in-situ casting hollow floor slab, roof, wall, etc. Said member is made up by die pressing. Its advantages are high strength, low cost, and convenient transportation.
Description
(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.The patent No. is 98243757.9, denomination of invention for disclosed in the utility model of " cast-in-situ bridge magnesite internal mold " a kind of in die component, it is formed by fixedly connecting by two and half cylindrical shells, but two ends do not have the shutoff port, need shutoff port at the construction field (site).Therefore, need development a kind of make simple, be convenient to transport, the cast-in-situ reinforced concrete member of with low cost, easy construction.
(3) summary of the invention
The object of the present invention is to provide a kind of make simple, be convenient to transport, with low cost, easy construction, cast-in-situ reinforced concrete member that intensity is high.
The solution of the present invention is on the basis of existing technology, it is characterized in that described half of parts are provided with the joining parts, at least one end of half of parts is provided with the part baffle plate, when two described half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by described joining parts, the described part baffle plate of two described half of parts closes up the end of the described concrete usefulness of the shutoff that connects member.Like this, half of parts can disposablely make at in-mold molding, it produces simple, convenient, cost is low, the intensity height, convenient in carrying, the corresponding cost that also reduces hollow building cover, simultaneously, in factory or when construction, two half of parts are fastened integral body, have promptly formed hollow thin-wall component, accelerated speed of application, reduced construction cost, and can carry out follow-up construction easily, thus 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.
The invention is characterized in by two half of parts and be fastened to form, described half of parts are provided with the joining parts, and an end is provided with a part baffle plate longitudinally, when two described half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by described joining parts, described part baffle plate seals the end of described concrete with member, and half of parts and a part baffle plate are the half of parts of unitary whole.
Another solution of the present invention is on the basis of existing technology, it is characterized in that being fastened to form by two half of parts, described half of parts are provided with the joining parts, and on the both ends part baffle plate that seals described half of ends is being set longitudinally, when two described half of parts fasten and are fixed into a cast-in-situ reinforced concrete when use member by described joining parts, the described part baffle plate of two described half of parts closes up the end of the described concrete usefulness of the sealing that connects member.
The invention is characterized in by two half of parts and be fastened to form, described half of parts are provided with the joining parts, and on the both ends part baffle plate that seals described half of ends is being set longitudinally, when two described half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by described joining parts, the described part baffle plate of two described half of parts closes up the end that the described concrete of sealing that connects is used member, and half of parts and part baffle plate are the half of parts of unitary whole.
Feature of the present invention is that also described part baffle plate is movable with being connected to of half of parts or fixedlys connected.Like this, it is more convenient to construct, and speed of application is faster, and cost is lower.
Feature of the present invention is that also described two half of parts and part baffle plate constitute the elongated tubular member of sealing.
That feature of the present invention also is is fluted on the half of parts, hole, inner corner trim, the stick of protrusion, at least one in the arm.Like this, the effect of squeezing of the mutual embedding between member and the Cast-in-place concrete is better, and the member of formed various types can satisfy the needs of various different occasions.
Feature of the present invention is that also described joining parts are metal foil band, polyester band, braid over braid, wire gauze, fibre, wire or cloth.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 deck.
Feature of the present invention is that also described joining parts are double buckle.
Feature of the present invention is that also described joining parts are weldment.
Feature of the present invention is that also described joining parts are tenon.
Feature of the present invention is that also described joining parts are small stair.
Feature of the present invention is that also described joining parts are the crimping of member.
Feature of the present invention is that also described joining parts are male and female groove.
Feature of the present invention is that also the joining parts of half of parts protrude half of parts outer wall.
Feature of the present invention is that also the joining parts of part plate washer protrude from the outer wall of part plate washer.
Feature of the present invention is that also described joining parts are arranged on the part 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, and layer structure is one deck cementitious matter, one deck reinforce, one deck cementitious matter is superimposed and forms again.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, cloth, thin band, the braid over braid.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 have the reinforce of exposing.
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 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 also be described reinforcing rib be on the half of parts inwall with the reinforcing rib of the integrated protrusion of wall.
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 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 the cross sectional shape of half of parts is circular arc, flute profile, dihedral, polygon or arc angle polygon.Like this, make things convenient for selecting for use of design and construction unit, help reducing and produce and construction cost.
Feature of the present invention is that also half of parts are used for the cast-in-situ reinforced concrete of hollow arch without beam, hollow building cover, hollow roof system, hyollow foundation base plate, hollow wall or hollow bridges.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is 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 part baffle plate 2.
Fig. 3 is the structural representation of the embodiment of the invention 3, fixedlys connected for welding between its part 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 part baffle plate 2 and long on the limit, be iron wire joining parts on the part 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 described half of parts 1 are provided with joining parts 10, at least one end of half of parts 1 is provided with part baffle plate 2, when two described half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by described joining parts 10, the described part baffle plate 2 of two described half of parts 1 closes up the end of the described concrete usefulness of the shutoff that connects member.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 part baffle plate 2.Fig. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.
The invention is characterized in that half of parts 1 and part baffle plate 2 are the half of parts of unitary whole.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 part baffle plate 2.Fig. 3 is the structural representation of the embodiment of the invention 3, fixedlys connected for welding between its part baffle plate 2 and the half of parts 1.Fig. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.
The present invention as shown in drawings, it is characterized in that being fastened to form by two half of parts 1, described half of parts 1 are provided with joining parts 10, at least one end of half of parts 1 is provided with part baffle plate 2, when two described half of parts 1 fasten and are fixed into a cast-in-situ reinforced concrete when use member by described joining parts 10, the described part baffle plate 2 of two described half of parts 1 closes up the end of the described concrete usefulness of the shutoff that connects member.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 part baffle plate 2.Fig. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.
The invention is characterized in that half of parts 1 and part baffle plate 2 are the half of parts of unitary whole.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 part baffle plate 2.Fig. 3 is the structural representation of the embodiment of the invention 3, fixedlys connected for welding between its part baffle plate 2 and the half of parts 1.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 part baffle plate 2 is movable with being connected to of half of parts 1 or fixedlys connected.Fig. 3 is the structural representation of the embodiment of the invention 3, fixedlys connected for welding between its part baffle plate 2 and the half of parts 1.
Feature of the present invention is that also described two half of parts 1 and part baffle plate 2 constitute the cast-in-situ reinforced concrete member of sealing.Shown in Fig. 2,3,5,7,8,9,10,11,12,13,14,16,17,18,19.
That feature of the present invention also is is fluted 4 at least one half of parts 1, hole 5, inner corner trim 6, the stick 8 that protrudes, at least one in the arm 9.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.
Feature of the present invention is that also described joining parts 10 are metal foil band, polyester band, braid over braid, wire gauze, fibre, wire or cloth.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 deck.
Feature of the present invention is that also described joining parts 10 are double buckle.
Feature of the present invention is that also described joining parts 10 are weldment.
Feature of the present invention is that also described joining parts 10 are tenon.
Feature of the present invention is that also described joining parts 10 are small stair.
Feature of the present invention is that also described joining parts 10 are the crimping of member.
Feature of the present invention is that also described joining parts 10 are male and female groove.
Feature of the present invention is that also the joining parts 10 of half of parts 1 protrude half of parts 1 outer wall.
Feature of the present invention is that also the joining parts 10 of part plate washer 2 protrude from the outer wall of plate washer 2.
Feature of the present invention is that also described joining parts 10 are arranged on the part 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 part baffle plate 2 and long on the limit, be iron wire joining parts on the part 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, and layer structure 11 is one deck cementitious matter 12, one deck reinforce 13, one deck cementitious matter 12 is superimposed and forms again.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, and layer structure 11 is one deck cementitious matter 12, one deck reinforce 13, one deck cementitious matter 12 is superimposed and forms again.
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, cloth, thin band, the braid over braid.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 have the reinforce of exposing 13.
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 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 also be described reinforcing rib 14 on half of parts 1 inwall with the reinforcing rib of the integrated protrusion of wall.
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 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 the cross sectional shape of half of parts 1 is circular arc, flute profile, dihedral, 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.
Feature of the present invention is that also half of parts 1 are used for the cast-in-situ reinforced concrete of hollow arch without beam, hollow building cover, hollow roof system, hyollow foundation base plate, hollow wall or hollow bridges.
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 (56)
1. form the half of parts (1) that cast-in-situ reinforced concrete is used member for one kind, it is characterized in that described half of parts (1) are provided with joining parts (10), at least one end of half of parts (1) is provided with part baffle plate (2), when two described half of parts (1) fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by described joining parts (10), the described part baffle plate (2) of two described half of parts (1) closes up the end of the described concrete usefulness of the shutoff that connects member.
2. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member half of parts (1) and part baffle plate (2) are the half of parts of unitary whole.
3. composition cast-in-situ reinforced concrete according to claim 1 is with the half of parts (1) of member, it is characterized in that the activity of being connected to of described part baffle plate (2) and half of parts (1) or fixedlys connected.
4. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that half of parts (1) upward fluted (4), hole (5), inner corner trim (6), the stick (8) that protrudes, at least one in the arm (9) with the half of parts (1) of member.
5. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are metal foil band, polyester band, braid over braid, wire gauze, fibre, wire or cloth.
6. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are deck.
7. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are double buckle.
8. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are weldment.
9. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are tenon.
10. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are small stair.
11. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are the crimping of member.
12. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member described joining parts (10) are male and female groove.
13. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member the joining parts (10) of half of parts (1) protrude half of parts (1) outer wall.
14. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member the joining parts (10) of part plate washer (2) protrude from the outer wall of part plate washer (2).
15. composition cast-in-situ reinforced concrete according to claim 1, is characterized in that described joining parts (10) are arranged on the part baffle plate (2) of half of parts (1) or long on the limit or on both with the half of parts (1) of member.
16. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member the cross sectional shape of two halves parts (1) is inequality.
17. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member the inside and outside surface configuration of two halves parts (1) is similar and different.
18. the composition cast-in-situ reinforced concrete according to claim 1 half of parts (1) of member, the wall that it is characterized in that half of parts (1) is layer structure (11), and layer structure (11) is one deck cementitious matter (12), one deck reinforce (13), one deck cementitious matter (12) is superimposed and forms again.
19. composition cast-in-situ reinforced concrete according to claim 18 is characterized in that with the half of parts (1) of member reinforce (13) is at least one in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece, cloth, thin band, the braid over braid.
20. composition cast-in-situ reinforced concrete according to claim 18, is characterized in that the mixture cementitious matter of cementitious matter (12) for cement gel ramming material or cement, filler, Admixture, fiber with the half of parts (1) of member.
21. composition cast-in-situ reinforced concrete according to claim 18 is characterized in that with the half of parts (1) of member half of parts have the reinforce of exposing (13).
22. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member half of parts (1) are provided with at least one in reinforcing rib (14), stiffening rib (15), the bracing boom (16).
23. composition cast-in-situ reinforced concrete according to claim 22 is characterized in that with the half of parts (1) of member described stiffening rib (15), bracing boom (16) are connected to fixed or movable the connection with half of parts (1).
24. composition cast-in-situ reinforced concrete according to claim 22 with the half of parts (1) of member, it is characterized in that described reinforcing rib (14) on half of parts (1) inwall with the reinforcing rib of the integrated protrusion of wall.
25. composition cast-in-situ reinforced concrete according to claim 22 with the half of parts (1) of member, is characterized in that the stiffening rib (15) that exposes is arranged on the half of parts (1), in the bracing boom (16) that exposes at least one.
26. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member half of parts (1) are metal die spare, metallic spiral corrugated, improved plastics structural shape.
27. the composition cast-in-situ reinforced concrete according to claim 1 half of parts (1) of member, the cross sectional shape that it is characterized in that half of parts (1) is circular arc, flute profile, dihedral, polygon or arc angle polygon.
28. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that with the half of parts (1) of member half of parts (1) are used for the cast-in-situ reinforced concrete of hollow arch without beam, hollow building cover, hollow roof system, hyollow foundation base plate, hollow wall or hollow bridges.
29. cast-in-situ reinforced concrete member, it is characterized in that being fastened to form by two half of parts (1), described half of parts (1) are provided with joining parts (10), at least one end of half of parts (1) is provided with part baffle plate (2), when two described half of parts (1) fasten and are fixed into a cast-in-situ reinforced concrete when use member by described joining parts (10), the described part baffle plate (2) of two described half of parts (1) closes up the end of the described concrete usefulness of the shutoff that connects member.
30. cast-in-situ reinforced concrete member according to claim 29 is characterized in that half of parts (1) and part baffle plate (2) are the half of parts of unitary whole.
31. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described two half of parts (1) and part baffle plate (2) constitute the cast-in-situ reinforced concrete member of sealing.
32. cast-in-situ reinforced concrete member according to claim 29 is characterized in that half of parts (1) upward fluted (4), hole (5), inner corner trim (6), the stick (8) that protrudes, at least one in the arm (9).
33. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are metal foil band, polyester band, braid over braid, wire gauze, fibre, wire or cloth.
34. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are deck.
35. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are double buckle.
36. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are welding assembly.
37. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are tenon.
38. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are small stair.
39. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are the crimping of member.
40. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are male and female groove.
41. cast-in-situ reinforced concrete member according to claim 29 is characterized in that the joining parts (10) of half of parts (1) protrude half of parts (1) outer wall.
42. cast-in-situ reinforced concrete member according to claim 29 is characterized in that the joining parts (10) of described part plate washer (2) protrude from the outer wall of part baffle plate (2).
43. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described joining parts (10) are arranged on the part baffle plate (2) of half of parts (1) or long on the limit or on both.
44. cast-in-situ reinforced concrete member according to claim 29 is characterized in that the cross sectional shape of described two half of parts (1) is inequality.
45. cast-in-situ reinforced concrete member according to claim 29 is characterized in that the inside and outside surface configuration of two halves parts (1) is similar and different.
46. cast-in-situ reinforced concrete member according to claim 29, the wall that it is characterized in that half of parts (1) is layer structure (11), and layer structure (11) is one deck cementitious matter (12), one deck reinforce (13), one deck cementitious matter (12) is superimposed and forms again.
47., it is characterized in that reinforce (13) is at least one in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece, cloth, thin band, the braid over braid according to the described cast-in-situ reinforced concrete member of claim 46.
48., it is characterized in that the mixture cementitious matter of cementitious matter (12) for cement gel ramming material or cement, filler, Admixture, fiber according to the described cast-in-situ reinforced concrete member of claim 46.
49., it is characterized in that half of parts have the reinforce of exposing (13) according to the described cast-in-situ reinforced concrete member of claim 46.
50. cast-in-situ reinforced concrete member according to claim 29 is characterized in that half of parts (1) are provided with at least one in reinforcing rib (14), stiffening rib (15), the bracing boom (16).
51., it is characterized in that described stiffening rib (15), bracing boom (16) are connected to fixed or movable the connection with half of parts (1) according to the described cast-in-situ reinforced concrete member of claim 50.
52., it is characterized in that half of parts (1) inwall has the protrusion reinforcing rib with the wall one according to the described cast-in-situ reinforced concrete member of claim 50.
53. according to the described cast-in-situ reinforced concrete member of claim 50, it is characterized in that the stiffening rib (15) that exposes is arranged on the half of parts (1), in the bracing boom (16) that exposes at least one.
54. cast-in-situ reinforced concrete member according to claim 29 is characterized in that half of parts (1) are metal die spare, metallic spiral corrugated, improved plastics structural shape.
55. cast-in-situ reinforced concrete member according to claim 29, the cross sectional shape that it is characterized in that half of parts (1) are circular arc, flute profile, dihedral, polygon or arc angle polygon.
56. cast-in-situ reinforced concrete member according to claim 29 is characterized in that described concrete is used for the cast-in-situ reinforced concrete of hollow arch without beam, hollow building cover, hollow roof system, hyollow foundation base plate, hollow wall or hollow bridges with member.
Priority Applications (16)
| 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 |
| CNB2006100851485A CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2007100074255A CN100564750C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CN 200710004674 CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610082116XA CN100390361C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2006100851470A CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2006100821140A CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2006100821155A CN100362179C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2007100046791A CN100467812C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200710007426XA CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CNB2007100046819A CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610082109XA CN100362178C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2007100046804A CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046772A CN100467811C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046823A CN100501097C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610085149XA CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
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 Child Applications (30)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010147346A Division CN101824869A (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-place reinforced concrete |
| CNB200610082116XA Division CN100390361C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB200610085149XA Division CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CN 200710007428 Division CN101067337A (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-place concrete |
| CN 200610172173 Division CN1982625A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing-bar concrete |
| CN2006100851466A Division CN1869361B (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2006100821140A Division CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CN2007100074293A Division CN101067338B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situs steel reinforced concrete |
| CN 200610172167 Division CN1982619A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing bar concrete |
| CNB2007100046823A Division CN100501097C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2006100851485A Division CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CN 200610082113 Division CN1880598A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2006100821155A Division CN100362179C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CN 200610172172 Division CN1982624A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing-bar concrete |
| CNB2007100046819A Division CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CN 200610172166 Division CN1982618A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing bar concrete |
| CNB2007100046804A Division CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CN2007100074274A Division CN101067336B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-place concrete |
| CNB2007100046791A Division CN100467812C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CN2007100074240A Division CN101067334B (en) | 2002-12-22 | 2002-12-22 | Structural member for cast-in-situs concrete |
| CNB2006100851470A Division CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2007100046772A Division CN100467811C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100074255A Division CN100564750C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CNB200710007426XA Division CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
| CNB200610082109XA Division CN100362178C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CN 200710007423 Division CN101067333A (en) | 2002-12-22 | 2002-12-22 | Structural member for cast-in-situs concrete |
| CN 200710004674 Division CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CN 200610172179 Division CN1982631A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing-bar concrete |
| CN 200610172168 Division CN1982620A (en) | 2002-12-22 | 2002-12-22 | Structural component for cast-in-situs reinforcing-bar concrete |
| CN 200710007430 Division CN101067339A (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-place steel reinforced concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1510230A CN1510230A (en) | 2004-07-07 |
| CN1510230B true CN1510230B (en) | 2010-04-28 |
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ID=34236955
Family Applications (16)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100046791A Ceased CN100467812C (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 |
| CNB2007100046823A Expired - Fee Related CN100501097C (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 |
| CN 200710004674 Pending CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CN 02158266 Expired - Fee Related CN1510230B (en) | 2002-12-22 | 2002-12-22 | Member for cast-in-situ steel reinforced concrete |
| CNB2006100851485A Expired - Fee Related CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB200610082116XA Expired - Fee Related CN100390361C (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 |
| CNB2007100046772A Expired - Fee Related CN100467811C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2006100821140A Expired - Fee Related CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2007100046819A Expired - Fee Related CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046804A Ceased CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610085149XA Expired - Fee Related CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2006100851470A Expired - Fee Related CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB200710007426XA Expired - Fee Related CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
Family Applications Before (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100046791A Ceased CN100467812C (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 |
| CNB2007100046823A Expired - Fee Related CN100501097C (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 |
| CN 200710004674 Pending CN1991098A (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
Family Applications After (10)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100851485A Expired - Fee Related CN100455740C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB200610082116XA Expired - Fee Related CN100390361C (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 |
| CNB2007100046772A Expired - Fee Related CN100467811C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2006100821140A Expired - Fee Related CN100381653C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforced concrete |
| CNB2007100046819A Expired - Fee Related CN100501096C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB2007100046804A Ceased CN100467813C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-situ reinforcing steel bar concrete |
| CNB200610085149XA Expired - Fee Related CN100458039C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB2006100851470A Expired - Fee Related CN100455739C (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
| CNB200710007426XA Expired - Fee Related CN100564751C (en) | 2002-12-22 | 2002-12-22 | A kind of cast-in-situ reinforced concrete member |
Country Status (1)
| Country | Link |
|---|---|
| CN (16) | CN100467812C (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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN1303980A (en) * | 1999-11-29 | 2001-07-18 | 邱则有 | Fiber-reinforced thin-wall box for filling cast-in-place reinforced concrete and its making method |
| CN1337507A (en) * | 2001-09-30 | 2002-02-27 | 邱则有 | Hollow tubular member of combined reinforced concrete depositing structure |
| CN1354077A (en) * | 2001-12-26 | 2002-06-19 | 邱则有 | Production method of rib stiffener hollow thin-wall pipe for reinforced concrete |
Family Cites Families (11)
| 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 | Gruenzweig + Hartmann Ag, 6700 Ludwigshafen, De | |
| WO1993006316A1 (en) * | 1991-09-24 | 1993-04-01 | Building Solutions Pty. Ltd. (A.C.N. 010 406 185) | Building panel and buildings using the 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 | Precast concrete slab |
| DE20113711U1 (en) * | 2001-08-18 | 2001-11-29 | Hummel Heinz | Formwork element as ceiling edge formwork |
| 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 |
-
2002
- 2002-12-22 CN CNB2007100046791A patent/CN100467812C/en not_active Ceased
- 2002-12-22 CN CNB2007100074255A patent/CN100564750C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046823A patent/CN100501097C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200610082109XA patent/CN100362178C/en not_active Expired - Fee Related
- 2002-12-22 CN CN 200710004674 patent/CN1991098A/en active Pending
- 2002-12-22 CN CN 02158266 patent/CN1510230B/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100851485A patent/CN100455740C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200610082116XA patent/CN100390361C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100821155A patent/CN100362179C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046772A patent/CN100467811C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100821140A patent/CN100381653C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046819A patent/CN100501096C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2007100046804A patent/CN100467813C/en not_active Ceased
- 2002-12-22 CN CNB200610085149XA patent/CN100458039C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB2006100851470A patent/CN100455739C/en not_active Expired - Fee Related
- 2002-12-22 CN CNB200710007426XA patent/CN100564751C/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN1303980A (en) * | 1999-11-29 | 2001-07-18 | 邱则有 | Fiber-reinforced thin-wall box for filling cast-in-place reinforced concrete and its making method |
| CN1337507A (en) * | 2001-09-30 | 2002-02-27 | 邱则有 | Hollow tubular member of combined reinforced concrete depositing structure |
| CN1354077A (en) * | 2001-12-26 | 2002-06-19 | 邱则有 | Production method of rib stiffener hollow thin-wall pipe for reinforced concrete |
Non-Patent Citations (2)
| Title |
|---|
| JP特开2002-364121A 2002.12.18 |
| 说明书第2页第21行至第26行，第1页第1行至第10行，附图1、2. |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100501096C (en) | 2009-06-17 |
| CN1880597A (en) | 2006-12-20 |
| CN100467811C (en) | 2009-03-11 |
| CN100564750C (en) | 2009-12-02 |
| CN101067335A (en) | 2007-11-07 |
| CN1510230A (en) | 2004-07-07 |
| CN100362178C (en) | 2008-01-16 |
| CN1869364A (en) | 2006-11-29 |
| CN1880599A (en) | 2006-12-20 |
| CN100501097C (en) | 2009-06-17 |
| CN1991104A (en) | 2007-07-04 |
| CN1880600A (en) | 2006-12-20 |
| CN100455739C (en) | 2009-01-28 |
| CN100458039C (en) | 2009-02-04 |
| CN1991103A (en) | 2007-07-04 |
| CN100455740C (en) | 2009-01-28 |
| CN1869362A (en) | 2006-11-29 |
| CN1869363A (en) | 2006-11-29 |
| CN1880601A (en) | 2006-12-20 |
| CN100362179C (en) | 2008-01-16 |
| CN1991106A (en) | 2007-07-04 |
| CN1991101A (en) | 2007-07-04 |
| CN100467813C (en) | 2009-03-11 |
| CN100467812C (en) | 2009-03-11 |
| CN101074576A (en) | 2007-11-21 |
| CN1991098A (en) | 2007-07-04 |
| CN100390361C (en) | 2008-05-28 |
| CN100564751C (en) | 2009-12-02 |
| CN1991105A (en) | 2007-07-04 |
| CN100381653C (en) | 2008-04-16 |
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