CN1869361B - Component for cast-in-place concrete - Google Patents
Component for cast-in-place concrete Download PDFInfo
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- CN1869361B CN1869361B CN2006100851466A CN200610085146A CN1869361B CN 1869361 B CN1869361 B CN 1869361B CN 2006100851466 A CN2006100851466 A CN 2006100851466A CN 200610085146 A CN200610085146 A CN 200610085146A CN 1869361 B CN1869361 B CN 1869361B
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Abstract
The invention relates to a one side section (1) for combining present casting steel bar concrete component. The feature is that: joining section (10) is setting on the one side section (1) or/and baffle (2) and setting at least a baffle (2) along the portrait. While the two one side sections (1) buckling and forming a present casting steel bar concrete component (10) by the joining component, the baffle (2) would seal the end section of the component (1). It could be suitable for casting hollow roof, roof, basic bottom board, wall and hollow bridge.
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 is used member ".
(1) technical field
The present invention relates to a kind of cast-in-situ reinforced concrete and use member.
(2) background technology
At present, in the prior art, it is permanent core that cast-in-situ hollow floor plate becomes pole, like 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. like 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 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, cast-in-situ reinforced concrete with low cost, easy construction uses member.
(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 that intensity is high use member.
Solution of the present invention is on the basis of existing technology; It is characterized in that on the said half of parts or/and baffle plate is provided with the joining parts; And at least one longitudinally end is provided with a baffle plate; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts, said baffle plate seals the end of said concrete with member, and half of parts are or/and baffle plate is the unitary whole member.Like this, half of parts can disposablely make at in-mold molding, and it produces simple, convenient, and cost is low; Intensity is high, 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 form hollow thin-wall component, accelerated speed of application, reduced construction cost; And can carry out follow-up construction easily, thus reached the object of the 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 described half of parts or/and the part baffle plate flushes at the fastening position.
The invention is characterized in that said half of parts are provided with the joining parts; And an end is provided with a baffle plate longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts; Said baffle plate seals the end of said concrete with member, and half of parts and a 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 on the said half of parts or/and baffle plate is provided with the joining parts; And on the both ends part baffle plate that just in time seals said half of ends is being set longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts; The said part baffle plate of two said half of parts closes up the said concrete of sealing that connects with the end of member, and half of parts are or/and the part baffle plate is the unitary whole member.
The invention is characterized in described half of parts or/and the part baffle plate flushes at the fastening position.
The invention is characterized in that said half of parts are provided with the joining parts; And on the both ends baffle plate is being set longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts; The said part baffle plate of two said half of parts closes up the said concrete of sealing that connects with the end of member, and half of parts and baffle plate are unitary whole one side of something parts.
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; On the said half of parts or/and baffle plate is provided with the joining parts; And at least one end a baffle plate is being set longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts, the said baffle plate of two said half of parts seals the end of said concrete with member, and half of parts are or/and baffle plate is the unitary whole member.
The invention is characterized in described half of parts or/and the part baffle plate flushes at the fastening position.
The invention is characterized in by two half of parts and be fastened to form; Said half of parts are provided with the joining parts; And an end is provided with a baffle plate longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts, said baffle plate seals the end of said concrete with member, and half of parts and a baffle plate are unitary whole one side of something parts.
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; On the said half of parts or/and baffle plate is provided with the joining parts; And on the both ends part baffle plate that seals said half of ends is being set longitudinally; When two said half of parts fasten and are fixed into a cast-in-situ reinforced concrete when use member by said joining parts, the said part baffle plate of two said half of parts closes up to connect and seals the end of said concrete with member, and half of parts are or/and the part baffle plate is the unitary whole member.
The invention is characterized in described half of parts or/and the part baffle plate flushes at the fastening position.
The invention is characterized in by two half of parts and be fastened to form; Said half of parts are provided with the joining parts; And on the both ends part baffle plate that seals said half of ends is being set longitudinally; When two said half of parts fasten and are fixed into one when forming cast-in-situ reinforced concrete and use member by said joining parts, the said part baffle plate of two said half of parts closes up to connect and seals the end of said concrete with member, and half of parts and part baffle plate are unitary whole one side of something parts.
Characteristic of the present invention also is the activity that is connected to of described baffle plate and half of parts or is fixedly connected.Like this, it is more convenient to construct, and speed of application is faster, and cost is lower.
Characteristic of the present invention is that also said two half of parts and baffle plate constitute the elongated tubular member of sealing.
That characteristic 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.
Characteristic 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.
Characteristic of the present invention is that also described joining parts are deck.
Characteristic of the present invention is that also described joining parts are double buckle.
Characteristic of the present invention is that also described joining parts are weldment.
Characteristic of the present invention is that also described joining parts are tenon.
Characteristic of the present invention is that also described joining parts are small stair.
Characteristic of the present invention is that also described joining parts are the crimping of member.
Characteristic of the present invention is that also described joining parts are male and female groove.
Characteristic of the present invention is that also described joining parts are lamination joining parts.
Characteristic of the present invention also is half of parts or/and the lamination of lamination joining place of baffle plate is interior lamination.
Characteristic of the present invention also is half of parts or/and the lamination of baffle plate joining place is outer lamination.
Characteristic of the present invention also is half of parts or/and the lamination of baffle plate joining place is lamination or the outer lamination of ring in the ring.
Characteristic of the present invention is that also lamination inserts formation primary and secondary circle lamination in the outer lamination of ring in the described ring.
Characteristic of the present invention is that also the joining parts of half of parts protrude half of parts outer wall.
Characteristic of the present invention is that also the joining parts of plate washer protrude from the outer wall of plate washer.
Characteristic 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.
Characteristic of the present invention is that also the shape of cross section of two halves parts is inequality.Like this, formed member can satisfy the special requirement of design and construction unit, helps reducing construction cost.
Characteristic 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.
Characteristic 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 intensity is high, and cost of production is low.
Characteristic 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.
Characteristic 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 intensity is high, water-tolerant.
Characteristic of the present invention is that also reinforce exposes to said half of parts.
Characteristic of the present invention is that also reinforce exposes to the button commissure of said two half of parts.Like this, the adhesion strength between member and the Cast-in-place concrete is higher, and globality is better.
Characteristic 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.
Characteristic 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.
Characteristic of the present invention also is to have on the half of parts to be revealed stiffening rib, reveal bracing boom or reveals at least one in the 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.
Characteristic 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.
Characteristic of the present invention is that also the cross sectional shape of half of parts is circular arc, flute profile, dihedral, rectilinear 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.
Characteristic 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 each other.
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, is fixedly 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, and the stick 8 of inner corner trim 6, protrusion is arranged on its half of parts 1.
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, and the module 7 of die 3, protrusion is arranged on its 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.
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, the baffle plate 2 that its joining parts 10 are arranged on half of parts 1 with 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
Below in conjunction with accompanying drawing and embodiment the present invention is further described.
The present invention is shown in accompanying drawing; On its said half of parts 1 or/and baffle plate 2 is provided with joining parts 10; And at least one longitudinally end is provided with a baffle plate 2; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts 10, said baffle plate 2 seals the end of said concrete with member, and half of parts 1 are or/and baffle plate 2 is the unitary whole member.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 each other.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. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 are respectively the unitary whole member with baffle plate 2.
The present invention also is described half of parts 1 or/and part baffle plate 2 flushes at the fastening position.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 flush at the fastening position with baffle plate 2.
The present invention is that also said half of parts 1 are provided with joining parts 10; And an end is provided with a baffle plate 2 longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts 10; The said concrete of said baffle plate 2 sealings is with the end of member, and half of parts 1 and a 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 each other.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, is fixedly connected for welding between its 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.Shown in figure 11, half of parts 1 are the half of parts of unitary whole with part baffle plate 2.
The present invention is shown in accompanying drawing; It is characterized in that on the said half of parts 1 or/and baffle plate 2 is provided with joining parts 10; And on the both ends part baffle plate 2 that just in time seals said half of parts 1 end is being set longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts 10; The said part baffle plate 2 of two said half of parts 1 closes up the said concrete of sealing that connects with the end of member, and half of parts 1 are or/and baffle plate 2 is the unitary whole member.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 are respectively the unitary whole member with baffle plate 2.
The present invention also is described half of parts 1 or/and part baffle plate 2 flushes at the fastening position.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 flush at the fastening position with baffle plate 2.
The present invention is that also said half of parts 1 are provided with joining parts 10; And on the both ends baffle plate 2 is being set longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts 10; The said part baffle plate 2 of two said half of parts 1 closes up the said concrete of sealing that connects with the end of member, and half of parts 1 are unitary whole one side of something parts with part baffle plate 2.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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, is fixedly connected for welding between its 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.Shown in figure 11, half of parts 1 are the half of parts of unitary whole with part baffle plate 2.
The present invention is shown in accompanying drawing; It is characterized in that being fastened to form by two half of parts 1; On the said half of parts 1 or/and baffle plate 2 is provided with joining parts 10; And at least one end a baffle plate 2 is being set longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts 10, the said baffle plate 2 of two said half of parts 1 seals the end of said concrete with member, and half of parts 1 are or/and part baffle plate 2 is the unitary whole member.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 are respectively the unitary whole member with baffle plate 2.
The present invention also is described half of parts 1 or/and part baffle plate 2 flushes at the fastening position.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 flush at the fastening position with baffle plate 2.
The present invention also is to be fastened to form by two half of parts 1; Said half of parts 1 are provided with joining parts 10; And an end is provided with a baffle plate 2 longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and use member by said joining parts 10, said baffle plate 2 seals the end of said concrete with member, and half of parts 1 and a baffle plate 2 are unitary whole one side of something parts.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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, is fixedly connected for welding between its 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.Shown in figure 11, half of parts 1 are the half of parts of unitary whole with part baffle plate 2.
The present invention is shown in accompanying drawing; It is characterized in that being fastened to form by two half of parts 1; On the said half of parts 1 or/and baffle plate 2 is provided with joining parts 10; And on the both ends part baffle plate 2 that seals said half of parts 1 end is being set longitudinally; When two said half of parts 1 fasten and are fixed into a cast-in-situ reinforced concrete when use member by said joining parts 10, the said part baffle plate 2 of two said half of parts 1 closes up to connect and seals the end of said concrete with member, and half of parts 1 are or/and part baffle plate 2 is the unitary whole member.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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. 8 is the structural representation of the embodiment of the invention 8, on its half of parts 1 joining parts 10 is arranged.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 are respectively the unitary whole member with baffle plate 2.
The present invention also is described half of parts 1 or/and part baffle plate 2 flushes at the fastening position.Like Fig. 7, Fig. 8, Fig. 9 or shown in Figure 10, half of parts 1 flush at the fastening position with baffle plate 2.
The present invention also is to be fastened to form by two half of parts 1; Said half of parts 1 are provided with joining parts 10; And on the both ends baffle plate 2 is being set longitudinally; When two said half of parts 1 fasten and are fixed into one when forming cast-in-situ reinforced concrete and use member by said joining parts 10, the said part baffle plate 2 of two said half of parts 1 closes up the said concrete of sealing that connects with the end of member, and half of parts 1 and part baffle plate 2 are unitary whole one side of something parts.As shown in Figure 1, member is that two half of parts 1 are fastened to form each other.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, is fixedly connected for welding between its 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.Shown in figure 11, half of parts 1 are the half of parts of unitary whole with part baffle plate 2.
The present invention also is the activity that is connected to of described baffle plate 2 and half of parts 1 or is fixedly connected.Fig. 3 is the structural representation of the embodiment of the invention 3, is fixedly connected for welding between its baffle plate 2 and the half of parts 1.
The present invention is that also said two half of parts 1 and baffle plate 2 constitute the elongated tubular member of sealing.Like Fig. 2,3,5,7,8,9,10,11,12,13,14,16,17,18, shown in 19.
That the present invention also is is fluted 4 at least one half of parts 1, hole 5, inner corner trim 6, the stick 8 of protrusion, at least one in the arm 9.Fig. 4 is the structural representation of the embodiment of the invention 4, and the stick 8 of inner corner trim 6, protrusion is arranged on its half of parts 1.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, and the module 7 of die 3, protrusion is arranged on its half of parts 1.
The present invention is that also described joining parts 10 are for being 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.
The present invention is that also described joining parts 10 are deck.
The present invention is that also described joining parts 10 are double buckle.
The present invention is that also described joining parts 10 are weldment.
The present invention is that also described joining parts 10 are tenon.
The present invention is that also described joining parts 10 are small stair.
The present invention is that also described joining parts 10 are the crimping of member.
The present invention is that also described joining parts 10 are male and female groove.
The present invention is that also described joining parts 10 are lamination joining parts.
The present invention also is half of parts 1 or/and the lamination of lamination joining place of baffle plate 3 is interior lamination.
The present invention also is half of parts 1 or/and the lamination of baffle plate 3 joinings place is outer lamination.
The present invention also is half of parts 1 or/and the lamination of baffle plate 3 joinings place is lamination or the outer lamination of ring in the ring.
The present invention is that also lamination inserts formation primary and secondary circle lamination in the outer lamination of ring in the described ring.
The present invention also is half of parts 1 outer wall of joining parts 10 protrusions of half of parts 1.
The present invention is that also the joining parts 10 of plate washer 2 protrude from the outer wall of plate washer 2.
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, the baffle plate 2 that its joining parts 10 are arranged on half of parts 1 with long on the limit, be iron wire joining parts on the baffle plate 2, long on the limit for approaching band joining parts.
The present invention is that also the shape of cross section 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.
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.
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.
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.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.
The present invention also is the cementitious matter 12 mixture cementitious matter for cement gel ramming material or cement, filler, Admixture, fiber.
The present invention is that also reinforce 13 exposes to said half of parts 1.
The present invention is that also reinforce 13 exposes to the button commissure of said two half of parts 1.Shown in figure 18, exposing at half of parts 1 button commissure has steel wire reinforce 13.
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.
The present invention is that also described stiffening rib 15, bracing boom 16 are connected with being connected to of half of parts 1 is fixed or movable.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.
The present invention also is to have on the half of parts 1 and reveals stiffening rib 15, reveals bracing boom 16 or reveal at least one in the 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.
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.
The present invention is that also the cross sectional shape of half of parts 1 is circular arc, flute profile, dihedral, rectilinear 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.
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.
When the present invention implements, 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 each other each other.
Claims (71)
1. half of parts (1) of forming cast-in-situ reinforced concrete with member; It is characterized in that said half of parts (1) are upward or/and baffle plate (2) is provided with joining parts (10); And at least one longitudinally end is provided with a baffle plate (2); When two said half of parts (1) fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts (10); The said concrete of said baffle plate (2) sealing is with the end of member, and half of parts (1) are or/and baffle plate (2) is the unitary whole member.
2. composition cast-in-situ reinforced concrete according to claim 1 is characterized in that described half of parts (1) or/and part baffle plate (2) flushes at the fastening position with the half of parts (1) of member.
3. half of parts (1) of forming cast-in-situ reinforced concrete with member; It is characterized in that said half of parts (1) are upward or/and baffle plate (2) is provided with joining parts (10); And on the both ends baffle plate (2) is being set longitudinally; When two said half of parts (1) fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts (10); The said baffle plate (2) of two said half of parts (1) closes up the said concrete of sealing that connects with the end of member, and half of parts (1) are or/and baffle plate (2) is the unitary whole member.
4. composition cast-in-situ reinforced concrete according to claim 3 is characterized in that said half of parts (1) or/and part baffle plate (2) flushes at the fastening position with the half of parts (1) of member.
5. composition cast-in-situ reinforced concrete according to claim 3 is with the half of parts (1) of member; It is characterized in that said half of parts (1) are provided with joining parts (10); And on the both ends part baffle plate (2) that just in time seals said half of parts (1) end is being set longitudinally; When two said half of parts (1) fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts (10); The said part baffle plate (2) of two said half of parts (1) closes up the said concrete of sealing that connects with the end of member, and half of parts (1) are unitary whole one side of something parts with part baffle plate (2).
6. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1), it is characterized in that the activity that is connected to of described baffle plate (2) and half of parts (1) or be fixedly connected with member.
7. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1), it is characterized in that half of parts (1) go up fluted (4), hole (5), inner corner trim (6), the stick (8) of protrusion, at least one in the arm (9) with member.
8. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1), it is characterized in that described joining parts (10) are metal foil band, polyester band, wire gauze, fibre, wire or cloth with member.
9. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1), it is characterized in that described joining parts (10) are deck with member.
10. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1), it is characterized in that described joining parts (10) are double buckle with member.
11., it is characterized in that described joining parts (10) are weldment according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
12., it is characterized in that described joining parts (10) are tenon according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
13., it is characterized in that described joining parts (10) are small stair according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
14., it is characterized in that described joining parts (10) are the crimping of member according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
15., it is characterized in that described joining parts (10) are male and female groove according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
16., it is characterized in that described joining parts (10) are lamination joining parts according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
17. composition cast-in-situ reinforced concrete according to claim 16 with the half of parts (1) of member, is characterized in that half of parts (1) or/and the lamination of lamination joining place of baffle plate (3) is interior lamination.
18. composition cast-in-situ reinforced concrete according to claim 16 with the half of parts (1) of member, it is characterized in that half of parts (1) or/and the lamination of baffle plate (3) joining place is outer lamination.
The lamination of baffle plate (3) joining place is lamination or the outer lamination of ring in the ring 19. composition cast-in-situ reinforced concrete according to claim 16 with the half of parts (1) of member, is characterized in that half of parts (1).
20. composition cast-in-situ reinforced concrete according to claim 19, is characterized in that lamination inserts formation primary and secondary circle lamination in the outer lamination of ring in the described ring with the half of parts (1) of member.
21., it is characterized in that the joining parts (10) of half of parts (1) protrude half of parts (1) outer wall according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
22., it is characterized in that the joining parts (10) of plate washer (2) protrude from the outer wall of plate washer (2) according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
23., it 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 according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
24., it is characterized in that the shape of cross section of two halves parts (1) is inequality according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
25., it is characterized in that the inside and outside surface configuration of two halves parts (1) is similar and different according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
26. according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with 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.
27. composition cast-in-situ reinforced concrete according to claim 26, is characterized in that reinforce (13) is at least one in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, fiber, fleece, cloth, the thin band with the half of parts (1) of member.
28. composition cast-in-situ reinforced concrete according to claim 26, 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.
29. composition cast-in-situ reinforced concrete according to claim 26, is characterized in that reinforce (13) exposes to said half of parts (1) with the half of parts (1) of member.
30. composition cast-in-situ reinforced concrete according to claim 29, is characterized in that reinforce (13) exposes to the button commissure of said two half of parts (1) with the half of parts (1) of member.
31., it 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) according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
32. cast-in-situ reinforced concrete according to claim 31 is used member, 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).
33. composition cast-in-situ reinforced concrete according to claim 31, is characterized in that the stiffening rib (15) that exposes is arranged on the half of parts (1) with the half of parts (1) of member, in the bracing boom (16) that exposes at least one.
34., it is characterized in that half of parts (1) are metal die spare, metallic spiral corrugated, improved plastics structural shape according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
35. according to claim 1,2, the 3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member, the cross sectional shape that it is characterized in that half of parts (1) is circular arc, flute profile, rectilinear polygon or arc angle polygon.
36., it is characterized in that 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 according to claim 1,2,3 or 4 described composition cast-in-situ reinforced concretes half of parts (1) with member.
37. a cast-in-situ reinforced concrete is used member; It is characterized in that being fastened to form by two half of parts (1); Said half of parts (1) are gone up or/and baffle plate (2) is provided with joining parts (10); And at least one end a baffle plate (2) is being set longitudinally; When two said half of parts (1) fasten and are fixed into one when forming cast-in-situ reinforced concrete and using member by said joining parts (10), the said baffle plate (2) of two said half of parts (1) seals the end of said concrete with member, and half of parts (1) are or/and baffle plate (2) is the unitary whole member.
38. use member according to the described cast-in-situ reinforced concrete of claim 37, it is characterized in that said half of parts (1) or/and part baffle plate (2) flushes at the fastening position.
39. a cast-in-situ reinforced concrete is used member; It is characterized in that being fastened to form by two half of parts (1); Said half of parts (1) are gone up or/and baffle plate (2) is provided with joining parts (10); And on the both ends baffle plate (2) is being set longitudinally; When two said half of parts (1) fasten and are fixed into a cast-in-situ reinforced concrete when use member by said joining parts (10), the said part baffle plate (2) of two said half of parts (1) closes up to connect and seals the end of said concrete with member, and half of parts (1) are or/and baffle plate (2) is the unitary whole member.
40. use member according to the described cast-in-situ reinforced concrete of claim 39, it is characterized in that said half of parts (1) or/and part baffle plate (2) flushes at the fastening position.
41. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that said two half of parts (1) and baffle plate (2) constitute the elongated tubular member of sealing.
42. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that half of parts (1) upward fluted (4), hole (5), inner corner trim (6), the stick (8) of protrusion, at least one in the arm (9).
43. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are metal foil band, polyester band, wire gauze, fibre, wire or cloth.
44. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are deck.
45. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are double buckle.
46. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are welding assembly.
47. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are tenon.
48. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are small stair.
49. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are the crimping of member.
50. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are male and female groove.
51. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that described joining parts (10) are lamination joining parts.
52. use member according to the described cast-in-situ reinforced concrete of claim 51, it is characterized in that half of parts (1) or/and the lamination of lamination joining place of baffle plate (3) is interior lamination.
53. use member according to the described cast-in-situ reinforced concrete of claim 51, it is characterized in that half of parts (1) or/and the lamination of baffle plate (3) joining place is outer lamination.
54. use member according to the described cast-in-situ reinforced concrete of claim 51, it is characterized in that half of parts (1) or/and the lamination of baffle plate (3) joining place is lamination or the outer lamination of ring in the ring.
55. use member according to the described cast-in-situ reinforced concrete of claim 50, it is characterized in that lamination inserts formation primary and secondary circle lamination in the outer lamination of ring in the said ring.
56. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that the joining parts (10) of half of parts (1) protrude half of parts (1) outer wall.
57. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that the joining parts (10) of described plate washer (2) protrude from the outer wall of baffle plate (2).
58. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it 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.
59. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that the shape of cross section of said two half of parts (1) is inequality.
60. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that the inside and outside surface configuration of two halves parts (1) is similar and different.
61. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes; 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.
62. use member according to the described cast-in-situ reinforced concrete of claim 61, 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, the thin band.
63. use member according to the described cast-in-situ reinforced concrete of claim 61, it is characterized in that the mixture cementitious matter of cementitious matter (12) for cement gel ramming material or cement, filler, Admixture, fiber.
64. use member according to the described cast-in-situ reinforced concrete of claim 61, it is characterized in that reinforce (13) exposes to said half of parts (1).
65. use member according to the described cast-in-situ reinforced concrete of claim 64, it is characterized in that said reinforce (13) exposes to the button commissure of said two half of parts (1).
66. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it 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).
67. use member according to the described cast-in-situ reinforced concrete of claim 66, 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).
68. use member, 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 according to the described cast-in-situ reinforced concrete of claim 66.
69. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that half of parts (1) are metal die spare, metallic spiral corrugated, improved plastics structural shape.
70. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, the cross sectional shape that it is characterized in that half of parts (1) is circular arc, flute profile, rectilinear polygon or arc angle polygon.
71. use member according to claim 37,38,39 or 40 described cast-in-situ reinforced concretes, it is characterized in that said 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 (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100851466A CN1869361B (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100851466A CN1869361B (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
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| 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 |
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| CN1869361A CN1869361A (en) | 2006-11-29 |
| CN1869361B true CN1869361B (en) | 2012-11-28 |
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| CN2006100851466A Expired - Fee Related CN1869361B (en) | 2002-12-22 | 2002-12-22 | Component for cast-in-place concrete |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2246575Y (en) * | 1995-09-27 | 1997-02-05 | 马培龙 | Flexible pipe pile steel mould without packing |
| CN1348046A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Combined hollow tube member |
-
2002
- 2002-12-22 CN CN2006100851466A patent/CN1869361B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2246575Y (en) * | 1995-09-27 | 1997-02-05 | 马培龙 | Flexible pipe pile steel mould without packing |
| CN1348046A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Combined hollow tube member |
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| CN1869361A (en) | 2006-11-29 |
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