CN1779174A - Cavity member for hollow concrete slab - Google Patents
Cavity member for hollow concrete slab Download PDFInfo
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- CN1779174A CN1779174A CN 200410097212 CN200410097212A CN1779174A CN 1779174 A CN1779174 A CN 1779174A CN 200410097212 CN200410097212 CN 200410097212 CN 200410097212 A CN200410097212 A CN 200410097212A CN 1779174 A CN1779174 A CN 1779174A
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- side plate
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Abstract
A hollow component used for hollow reinforced concrete consists of a substrate, at least two reinforced concrete side walls, which are arranged on the said substrate so as to form a slender trough. At least two open over-linked boxes are filled in the trough. At least one pre-stressed steel bar is respectively arranged in the substrate and on the top of each side wall. The open over-linked boxes are spaced each other to form internal rib cavities. Some holes are arranged on the side walls and two edges are formed on the substrate by extending out of the substrate. It can be used for hollow board, roof, substrate, wall or hollow bridge beam.
Description
(1) technical field
The present invention relates to a kind of concrete hollow board Cavity structural member.
(2) background technology
With Ribbed Bar concrete prefabricated element assembled light plate, can bear bidirectional load, do not need on-the-spot formwork, and cost is low, lifting, transportation are easily.This prefabricated units with ribbing comprise strip base plate, strip side plate, and side plate and base plate connect into integral body, constitute T shape or rectangular channel member.The side plate length of common this prefabricated units is consistent with floor length, when bearing the thistle board of bidirectional load with this splicing prefabricated components formation, Cast-in-place concrete can't pass through at the side plate position, the Cast-in-place concrete rib that intersects with side plate that can not form connection, simultaneously, in the direction vertical with side plate, various pipe line arrangement need the scene threading that burrows, both wasted concrete material, waste man-hour again, and, behind the Cast-in-place concrete, the thistle board of assembly unit is solid, the concrete feed consumption is many, and thistle board weight is big, is not suitable for large span and builds, therefore, develop a kind of novel concrete hollow board and be urgent need with Cavity structural member.
(3) summary of the invention
The object of the present invention is to provide a kind of concrete hollow board Cavity structural member, have that mechanical property is good, easy construction, simple in structure, save characteristics such as material, cost are low.
Solution of the present invention is on the basis of existing technology, comprise the steel bar concrete base plate, article at least two, steel bar concrete side plate, side plate stands upright on the base plate, constitute strip frid member, it is characterized in that being filled with in the strip groove of described strip frid member the built on stilts box of at least two downward opening opening peviforms, at least one vertical elongated prestressed reinforcement arranged in the base plate of the bottom of side plate, at least one vertical elongated prestressed reinforcement arranged at the top of side plate, the built on stilts box of opening peviform is provided with at interval, leave at least one internal-rib cavity between the built on stilts box of opening peviform, the internal-rib cavity is communicated with concrete internal-rib hole on the side plate, and base plate stretches out that side plate is outer to constitute two vertical toss.Like this, owing to be filled with the built on stilts box of at least two downward opening opening peviforms in the strip groove of described strip frid member, thereby when Cavity structural member is applied to the hollowcore slab construction, the built on stilts box of peviform can reduce the Cast-in-place concrete consumption, alleviate hollowcore slab weight, reduce construction cost, improve the supporting capacity of hollowcore slab; Simultaneously, owing in the base plate of the bottom of side plate at least one vertical elongated prestressed reinforcement arranged, at least one vertical elongated prestressed reinforcement arranged at the top of side plate, thereby intensity height, the rigidity of Cavity structural member are big, good integrity; And, owing to leave at least one internal-rib cavity between the built on stilts box of opening peviform, the internal-rib cavity is communicated with concrete internal-rib hole on the side plate, thereby the hole position on side plate, and Cast-in-place concrete can smooth and easy passing through, the Cast-in-place concrete rib that intersects with side plate that form to be communicated with, with the cast-in-place and prefabricated two-way rib structure that combines of the common formation of side plate, simultaneously, in the direction vertical with side plate, can lay various pipelines very swimmingly by the hole on the side plate, no longer need the scene to burrow; And, side plate is outer to constitute two vertical toss because base plate stretches out, thereby toss can be worked as construction formwork and be used, when construction, its construction is more convenient, can save the construction template, reduces the construction formwork loss, save construction cost, simultaneously can save the template installation procedure, accelerate speed of application, improve efficiency of construction; Therefore, this Cavity structural member has that mechanical property is good, easy construction, simple in structure, save characteristics such as material, cost are low, thereby reached purpose of the present invention, simultaneously, Cavity structural member also has characteristics such as intensity height, rigidity is big, making is easy, the hollowcore slab, hollow building cover, roof system, sole plate, body of wall and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are specially adapted to hollow arch without beam and use.
Feature of the present invention also is to have between the described side plate drawknot concrete or the mortar fagging of at least one horizontal drawknot adjacent side plates.Like this, laterally the drawknot concrete or the mortar fagging of drawknot adjacent side plates can play the good supporting reinforcement effect to side plate, can guarantee the quality of Cavity structural member effectively, improve its intensity and rigidity, and simultaneously, its overall performance is better.
Feature of the present invention is that also there is the drawknot concrete or the mortar fagging of drawknot side plate the end of described side plate.Like this, drawknot concrete or mortar fagging can play the good supporting reinforcement effect to side plate, can guarantee the quality of Cavity structural member effectively, when Cavity structural member be applied to cast-in-place concrete cored in the time, fagging can combine with Cast-in-place concrete and form superimposed rib structure, can further improve the force structure of hollowcore slab inside.
Feature of the present invention is that also described drawknot concrete or mortar fagging and steel bar concrete base plate connect to integral body.Like this, drawknot concrete or mortar fagging have been linked to be whole primary structure member with side plate and base plate, make drawknot concrete or mortar fagging and side plate can bear the stress of two different directions, when Cavity structural member be applied to cast-in-place concrete cored in after, can further improve the structural performance of hollowcore slab.
Feature of the present invention also is to have on the described internal-rib cavity drawknot pier drawknot between the built on stilts box.Like this, when the drawknot pier drawknot that has on the internal-rib cavity between the built on stilts box, the drawknot pier has connected into integral body with the adjacent frame sylphon, and the drawknot pier has played the effect that the adjacent frame sylphon is positioned in the internal-rib cavity, can guarantee the quality of Cavity structural member effectively.
Feature of the present invention is that also described drawknot pier is for strengthening the drawknot pier.Like this, when the drawknot pier when strengthening the drawknot pier, the intensity of drawknot pier, rigidity and shock resistance have obtained significantly improving, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of Cavity structural member greatly, save cost.
Feature of the present invention is that also the lateral box wall of described built on stilts box and side plate are overlapped into integral body.Like this, the lateral box wall and the side plate of built on stilts box are overlapped into integral body, can improve globality and resistance to compression, tension and the shear behavior of hollowcore slab with Cavity structural member.
Feature of the present invention also is to stretch out reinforcing bar in the wall of described built on stilts box or reinforces such as gauze wire cloth or fleece are anchored in the side plate or/and in the base plate.Like this, when stretching out reinforcing bar in the wall of built on stilts box or reinforces such as gauze wire cloth or fleece are anchored in the side plate or in the base plate time, built on stilts box has the intensity height, the shock resistance damage capability is strong, the advantage of cracky not, thereby make both secure and reliable connections, be difficult for to reduce the proportion of goods damageds of Cavity structural member effectively, save cost piling up, transport, damaging in installation and the work progress.
Feature of the present invention is that also described reinforce stretches out and is anchored at base plate or/and in the side plate from the opening part of built on stilts box sidewall.Like this, reinforce stretches out and is anchored at base plate or/and in the side plate, can improve the rigidity and the intensity of Cavity structural member greatly from the opening part of built on stilts box sidewall.
Feature of the present invention is that also the interior reinforcing bar or the gauze wire cloth reinforce of wall of described built on stilts box exposes.Like this, when the reinforcing bar in the wall of built on stilts box or gauze wire cloth reinforce expose, can improve the adhesion strength between Cavity structural member and the Cast-in-place concrete.
Feature of the present invention is that also described sidewall is provided with the range line pier.Like this, by the range line pier is set, can carry out accurate range line location on sidewall, make it in application process, guarantee between the two distance, thereby the width or the thickness of assurance Cast-in-place concrete make the constructor be easy to hollowcore slab is carried out quality control Cavity structural member.
Feature of the present invention is that also described built on stilts box is provided with reinforcing rib, perhaps is provided with bracing piece or stiffener in the cavity of built on stilts box.Like this, when built on stilts box is provided with reinforcing rib, when perhaps being provided with bracing piece or stiffener in the cavity of built on stilts box, intensity, rigidity and the shock resistance of built on stilts box can be greatly enhanced, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of Cavity structural member greatly, save cost, when described Cavity structural member be applied to cast-in-place concrete cored in after, but the supporting rod participation structure is stressed, improve the load-carrying construction system of hollowcore slab, it is strengthened.
Feature of the present invention is that also described base plate is provided with at least one in reinforcing rib, bracing piece or the stiffener.Like this, when base plate is provided with reinforcing rib, bracing piece or stiffener, the intensity of base plate, rigidity and shock resistance have obtained significantly improving, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of Cavity structural member greatly, save cost, when Cavity structural member be applied to cast-in-place concrete cored in after, can improve the load-carrying construction system of hollowcore slab.
Feature of the present invention also is to have on the described built on stilts box at least one in projection, raised line, groove or the pit.Like this, when Cavity structural member be applied to cast-in-place concrete cored in the time, projection, reinforcing bar filler strip can accurately be located reinforcing bar, guarantee the pouring quality of hollowcore slab, Cast-in-place concrete pours in the pit can corresponding formation Cast-in-place concrete load-carrying construction member, hole then can make things convenient for wearing of pipeline, can improve the structural performance of hollowcore slab effectively.
Feature of the present invention is that also described Cavity structural member is provided with the carrying suspender member.The carrying suspender member can be handle, suspension hook, suspension ring or other device.Like this, can very easily member be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise steel bar concrete base plate 1, article at least two, the steel bar concrete side plate 2, side plate 2 stands upright on the base plate 1, constitute strip frid member, it is characterized in that being filled with in the strip groove of described strip frid member the built on stilts box 3 of at least two downward opening opening peviforms, at least one vertical elongated prestressed reinforcement 4 arranged in the base plate 1 of the bottom of side plate 2, at least one vertical elongated prestressed reinforcement 4 arranged at the top of side plate 2, the built on stilts box 3 of opening peviform is provided with at interval, leave at least one internal-rib cavity 5 between the built on stilts box 3 of opening peviform, internal-rib cavity 5 is communicated with concrete internal-rib hole 6 on the side plate 2, and base plate 1 stretches out that side plate 2 is outer to constitute two vertical toss 7.In the accompanying drawing 1,1 is the steel bar concrete base plate, and 2 is side plate, and 3 are built on stilts box, and 4 be prestressed reinforcement, and 5 is the internal-rib cavity, and 6 is hole, and 7 is toss, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, be filled with the built on stilts box 3 of five downward opening opening peviforms in the strip groove of its described strip frid member, vertically elongated prestressed reinforcement 4 is arranged in the base plate 1 of the bottom of side plate 2, vertically elongated prestressed reinforcement 4 is arranged at the top of side plate 2, the built on stilts box 3 of opening peviform is provided with at interval, leave internal-rib cavity 5 between the built on stilts box 3 of opening peviform, internal-rib cavity 5 is communicated with concrete internal-rib hole 6 on the side plate 2, and base plate 1 stretches out side plate 2 two vertical toss 7 of formation outward.
Feature of the present invention also is to have between the described side plate 2 the drawknot concrete or the mortar fagging 8 of at least one horizontal drawknot adjacent side plates 2.The drawknot concrete fagging 8 that horizontal drawknot adjacent side plates 2 is arranged between its described side plate 2 as shown in Figure 2.
Feature of the present invention is that also there is the drawknot concrete or the mortar fagging 8 of drawknot side plate 2 end of described side plate 2.As shown in Figure 2, there is the drawknot concrete fagging 8 of drawknot side plate 2 end of its described side plate 2.
Feature of the present invention is that also described drawknot concrete or mortar fagging 8 connect to integral body with steel bar concrete base plate 1.As shown in Figure 2, its described drawknot concrete fagging 8 connects to integral body with steel bar concrete base plate 1.
Feature of the present invention also is to have on the described internal-rib cavity 5 drawknot pier 9 drawknots between the built on stilts box 3.As shown in Figure 3, drawknot pier 9 drawknots between the built on stilts box 3 are arranged on its described internal-rib cavity 5.
Feature of the present invention is that also described drawknot pier 9 is for strengthening the drawknot pier.As shown in Figure 3, its described drawknot pier 9 is for strengthening the drawknot pier.
Feature of the present invention is that also the lateral box wall of described built on stilts box 3 and side plate 2 are overlapped into integral body.As shown in Figure 3, the lateral box wall of its described built on stilts box 3 and side plate 2 are overlapped into integral body.
Feature of the present invention also is to stretch out reinforcing bar in the wall of described built on stilts box 3 or reinforces such as gauze wire cloth or fleece 10 are anchored in the side plate 2 or/and in the base plate 1.As shown in Figure 4, stretching out reinforcing bar reinforce 10 in the wall of its described built on stilts box 3 is anchored in the side plate 2.
Feature of the present invention is that also described reinforce 10 stretches out and is anchored at base plate 1 or/and in the side plate 2 from the opening part of built on stilts box sidewall.As shown in Figure 4, its described reinforce 10 stretches out and is anchored in the base plate 1 from the opening part of built on stilts box sidewall.
Feature of the present invention is that also the interior reinforcing bar or the gauze wire cloth reinforce 10 of wall of described built on stilts box 3 exposes.As shown in Figure 4, the reinforcing bar reinforce 10 in the wall of its described built on stilts box 3 exposes.
Feature of the present invention is that also described sidewall 2 is provided with range line pier 11.As shown in Figure 4, its described sidewall 2 is provided with range line pier 11.
Feature of the present invention is that also described built on stilts box 3 is provided with reinforcing rib 12, perhaps is provided with bracing piece 13 or stiffener 14 in the cavity of built on stilts box 3.As shown in Figure 5, its described built on stilts box 3 is provided with reinforcing rib 12, is provided with bracing piece 13 and stiffener 14 in the cavity of built on stilts box 3.
Feature of the present invention is that also described base plate 1 is provided with at least one in reinforcing rib 12, bracing piece 13 or the stiffener 14.As shown in Figure 5, its described base plate 1 is provided with bracing piece 13 and stiffener 14.
Feature of the present invention also is to have on the described built on stilts box 3 at least one in projection 15, raised line 16, groove 17 or the pit 18.As shown in Figure 6, be respectively arranged with projection 15, raised line 16 and pit 18 on its described built on stilts box 3.As shown in Figure 7, its built on stilts box 3 is provided with groove 17.
Feature of the present invention is that also described Cavity structural member is provided with carrying suspender member 19.As shown in Figure 7, its described Cavity structural member is provided with carrying suspender member 19.
During the invention process, can adopt cement concrete in the base plate mould, to make the base plate 1 that includes prestressed reinforcement 4 earlier, propped up the side plate mould then, make the side plate 2 that includes prestressed reinforcement 4 with cement concrete again, it is provided with hole 6, and, base plate 1 stretches out two vertical toss 7 of side plate 2 outer formations, at concrete base plate 1 and concrete side plate 2 not during setting and harden, the built on stilts box of making in advance 3 is arranged on the concrete base plate 1 and superimposed with concrete side plate 2, form wholely each other, leave internal-rib cavity 5 between the built on stilts box 3, internal-rib cavity 5 is communicated with concrete internal-rib hole 6 on the side plate 2, wherein, built on stilts box 3 available water silt particle pulp fibres grid cloth or gauze wire cloth are made, and after the above-mentioned component conservation demoulding, can make required concrete hollow board Cavity structural member.
Claims (10)
1, a kind of concrete hollow board Cavity structural member, comprise steel bar concrete base plate (1), article at least two, steel bar concrete side plate (2), side plate (2) stands upright on the base plate (1), constitute strip frid member, it is characterized in that being filled with in the strip groove of described strip frid member the built on stilts box (3) of at least two downward opening opening peviforms, in the base plate (1) of the bottom of side plate (2) at least one vertical elongated prestressed reinforcement (4) arranged, at least one vertical elongated prestressed reinforcement (4) arranged at the top of side plate (2), the opening peviform is maked somebody a mere figurehead box (3) and is provided with at interval, the opening peviform is maked somebody a mere figurehead and is left at least one internal-rib cavity (5) between the box (3), internal-rib cavity (5) is communicated with concrete internal-rib hole (6) on the side plate (2), and base plate (1) stretches out that side plate (2) is outer to constitute two vertical toss (7).
2, a kind of concrete hollow board Cavity structural member according to claim 1 is characterized in that having between the described side plate (2) the drawknot concrete or the mortar fagging (8) of at least one horizontal drawknot adjacent side plates (2).
3, a kind of concrete hollow board Cavity structural member according to claim 1, there is the drawknot concrete or the mortar fagging (8) of drawknot side plate (2) end that it is characterized in that described side plate (2).
4,, it is characterized in that described drawknot concrete or mortar fagging (8) and steel bar concrete base plate (1) connect to integral body according to claim 2 or 3 described a kind of concrete hollow board Cavity structural members.
5, a kind of concrete hollow board Cavity structural member according to claim 1 is characterized in that having on the described internal-rib cavity (5) drawknot pier (9) drawknot between the built on stilts box (3).
6, hollowcore slab Cavity structural member according to claim 5 is characterized in that described drawknot pier (9) is for strengthening the drawknot pier.
7, a kind of concrete hollow board Cavity structural member according to claim 1 is characterized in that the lateral box wall of described built on stilts box (3) and side plate (2) are overlapped into integral body; Perhaps stretching out reinforcing bar or reinforces such as gauze wire cloth or fleece (10) in the wall of built on stilts box (3) is anchored in the side plate (2) or/and in the base plate (1); Perhaps reinforce (10) stretches out and is anchored at base plate (1) or/and in the side plate (2) from the opening part of built on stilts box sidewall.
8, a kind of concrete hollow board Cavity structural member according to claim 1 is characterized in that the interior reinforcing bar or the gauze wire cloth reinforce (10) of wall of described built on stilts box (3) exposes; Perhaps sidewall (2) is provided with range line pier (11).
9, hollowcore slab Cavity structural member according to claim 1 is characterized in that described built on stilts box (3) is provided with reinforcing rib (12), perhaps is provided with bracing piece (13) or stiffener (14) in the cavity of built on stilts box (3); Perhaps base plate (1) is provided with at least one in reinforcing rib (12), bracing piece (13) or the stiffener (14).
10, hollowcore slab Cavity structural member according to claim 1 is characterized in that having on the described built on stilts box (3) at least one in projection (15), raised line (16), groove (17) or the pit (18); Perhaps Cavity structural member is provided with carrying suspender member (19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410097212 CN1779174A (en) | 2004-11-22 | 2004-11-22 | Cavity member for hollow concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410097212 CN1779174A (en) | 2004-11-22 | 2004-11-22 | Cavity member for hollow concrete slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1779174A true CN1779174A (en) | 2006-05-31 |
Family
ID=36769624
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200410097212 Pending CN1779174A (en) | 2004-11-22 | 2004-11-22 | Cavity member for hollow concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1779174A (en) |
-
2004
- 2004-11-22 CN CN 200410097212 patent/CN1779174A/en active Pending
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