CN1779182A - Precast member for hollow concrete slab - Google Patents
Precast member for hollow concrete slab Download PDFInfo
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- CN1779182A CN1779182A CN 200410097220 CN200410097220A CN1779182A CN 1779182 A CN1779182 A CN 1779182A CN 200410097220 CN200410097220 CN 200410097220 CN 200410097220 A CN200410097220 A CN 200410097220A CN 1779182 A CN1779182 A CN 1779182A
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- longitudinal vertical
- prefabricated units
- vertical plate
- obturator
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Abstract
A pre-fabricated component for hollow reinforced concrete consists of a long substrate, at least two longitudinal vertical walls on the substrate to form a whole body, in parallel or crossed. At least two hollow over-linked bodies and/or fillers lighter than concrete are arranged on the substrate. Some lateral rib cavities are located between the said over-linked bodies and/or fillers. A lateral constructing plate is arranged in at least one of the lateral rib cavities to support the adjacent vertical walls. The hollow over-linked bodies and the lighter fillers can reduce amount of concrete cast in site so as to reduce the weight of the pre-fabricated component, to reduce cost, and to increase strength of the hollow component. It is used for lightweight plate of reinforced concrete cast in site or pre-stressed reinforced concrete, hollow roof, basement, wall or hollow bridge beam, especially for hollow beamless roof.
Description
(1) technical field
The present invention relates to a kind of concrete hollow board prefabricated units.
(2) background technology
Floor spiced with the Ribbed Bar concrete prefabricated element, 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 concrete base plate, concrete longitudinal vertical plate, and the concrete longitudinal vertical plate stands on the concrete base plate, and are linked to be integral body with the concrete base plate.The concrete longitudinal vertical plate length of common this prefabricated units is consistent with the concrete floor length, when forming floor with this splicing prefabricated components, behind Cast-in-place concrete, the floor of assembly unit is solid, the concrete feed consumption is many, and floor 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 prefabricated units.
(3) summary of the invention
The object of the present invention is to provide a kind of concrete hollow board prefabricated units, when being applied to the hollowcore slab construction, have characteristics such as easy construction, saving concrete consumption, reduction construction cost.
Solution of the present invention is on the basis of existing technology, comprise the rectangular base plate of steel bar concrete, the rectangular longitudinal vertical plate of steel bar concrete, longitudinal vertical plate is arranged on the base plate, and form whole, it is characterized in that described at least two longitudinal vertical plates are parallel or crossing, at least two built on stilts bodies that form cavitys are housed or/and than the obturator of concrete lightweight on the base plate, make somebody a mere figurehead body or/and be the cross rib die cavity between the obturator, a transversary frid that supports adjacent longitudinal vertical plate is arranged at least one the cross rib die cavity between two longitudinal vertical plates.Like this, because described at least two longitudinal vertical plates are parallel or crossing, at least two built on stilts bodies that form cavitys are housed or/and than the obturator of concrete lightweight on the base plate, thereby when prefabricated units are applied to the hollowcore slab construction, built on stilts body or obturator can reduce the Cast-in-place concrete consumption, alleviate hollowcore slab weight, reduce construction cost, improve the supporting capacity of hollowcore slab, simultaneously, make somebody a mere figurehead body or/and be the cross rib die cavity between the obturator, thereby can form the Cast-in-place concrete cross rib, reduce the vertical cross stiffness difference of hollowcore slab at mould rib die cavity position, and, a transversary frid that supports adjacent longitudinal vertical plate is arranged at least one the cross rib die cavity between two longitudinal vertical plates, thereby the intensity of prefabricated units is higher, rigidity is bigger, thereby has reached purpose of the present invention, in addition, prefabricated units also have simple in structure, make characteristics such as easy, be applicable to the thistle board of cast-in-situ reinforced concrete or prestressed reinforced concrete, hollowcore slab, roof system, sole plate, body of wall and hollow bridges are used, and are specially adapted to hollow arch without beam and use.
Feature of the present invention also is to have on the described longitudinal vertical plate hole that is communicated with the cross rib die cavity or/and breach.Like this, when described prefabricated units be applied to cast-in-place concrete cored in after, Cast-in-place concrete and reinforcing bar all can pass hole or breach, form the Cast-in-place concrete member or the Cast-in-place concrete rib that connect, can form the cast-in-place and prefabricated two-way rib structure that combines, can significantly strengthen the primary structure member system of hollowcore slab inside, can improve the quality of hollowcore slab effectively, improve the weight bearing power of hollowcore slab, simultaneously, in the direction vertical with longitudinal rib, can lay various pipelines very swimmingly by die cavity in the rib of longitudinal rib, no longer need the scene to burrow.
Feature of the present invention is that also described base plate stretches out longitudinal vertical plate and constitutes toss outward.Like this, when member be applied to cast-in-place concrete cored in the time, base plate stretches out longitudinal vertical plate and constitutes toss outward and can replace construction formwork, reduces the template loss, reduces material cost, can save the template installation procedure simultaneously, accelerates speed of application, improves efficiency of construction.
Feature of the present invention also be described transversary frid with longitudinal vertical plate or/and base plate be connected.Like this, groove has been connected to form T type or inverted T shape structure to structure frid and longitudinal vertical plate or base plate, make the load-carrying construction on the prefabricated units more reasonable, when described prefabricated units be applied to cast-in-place concrete cored in after, transversary frid and longitudinal vertical plate or base plate can the participation structure power transmissions, bear the hollowcore slab load jointly with cast-in-situ concrete structure in the hollowcore slab, can improve the inside load-carrying construction of hollowcore slab effectively.
Feature of the present invention also is described built on stilts body or/and reinforce is arranged in the obturator, is extended with also perhaps that reinforce is anchored at base plate or/and in the longitudinal vertical plate.Like this, in built on stilts body or the obturator reinforce is arranged, perhaps also be extended with reinforce when being anchored in base plate or the longitudinal vertical plate, being provided with the base plate of reinforce or the intensity of longitudinal vertical plate can be greatly enhanced, simultaneously, the connection reliability between base plate and the riser is strengthened, and the two is not easily separated to make it.
Feature of the present invention also be described base plate or/and longitudinal vertical plate or/and built on stilts body or/and obturator is provided with at least one in reinforcing rib, bracing boom or the stiffener.Like this, when base plate, longitudinal vertical plate, built on stilts body or obturator are provided with reinforcing rib, bracing boom or stiffener, can strengthen the supporting capacity of prefabricated units greatly, reduce the proportion of goods damageds of prefabricated units in transportation, installation, work progress, save material, reduce the cost of hollowcore slab.
Feature of the present invention also is described built on stilts body or/and obturator is provided with at least one in hole, projection, filler strip or the pit.Like this, when described prefabricated units 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 longitudinal vertical plate is provided with the range line pier.Like this, be provided with the range line pier by longitudinal vertical plate, can carry out accurate range line location with prefabricated units, make it in application process, guarantee between the two distance light hollow slab, thereby guarantee the width or the thickness of Cast-in-place concrete, make the constructor be easy to hollowcore slab is carried out quality control.
Feature of the present invention is that also described built on stilts body is the built on stilts body of flute profile.Like this, when built on stilts body was the built on stilts body of flute profile, the built on stilts body of flute profile had very good fracture resistance, when described prefabricated units be applied to cast-in-place concrete cored in the time, prefabricated units not frangibility damage, and can reduce the proportion of goods damageds of prefabricated units effectively, reduce cost.
Feature of the present invention is that also the built on stilts body of described flute profile is the transversary frid.Like this, when the built on stilts body of flute profile was the transversary frid, the built on stilts body of flute profile had very good fracture resistance, when described prefabricated units be applied to cast-in-place concrete cored in the time, prefabricated units not frangibility damage, and can reduce the proportion of goods damageds of prefabricated units effectively, reduce cost.
Feature of the present invention is that also described obturator is the obturator of light material.Like this, when obturator is the obturator of light material, obturator itself has lightweight advantage, thereby make the weight of prefabricated units obtain significantly reducing, when described prefabricated units be applied to cast-in-place concrete cored in the time, can very easily on obturator, slot or hole as required, make things convenient for burying of other facility or member to put, greatly facilitate construction.
Feature of the present invention is that also described prefabricated units are 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.
Fig. 8 is the structural representation of the embodiment of the invention 8.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise the rectangular base plate 1 of steel bar concrete, the rectangular longitudinal vertical plate 2 of steel bar concrete, longitudinal vertical plate 2 is arranged on the base plate 1, and form whole, it is characterized in that described at least two longitudinal vertical plates 2 are parallel or crossing, at least two built on stilts bodies 3 that form cavitys are housed or/and than the obturator 4 of concrete lightweight on the base plate 1, built on stilts body 3 has the transversary frid 6 of an adjacent longitudinal vertical plate 2 of support or/and be cross rib die cavity 5 between the obturator 4 at least one the cross rib die cavity 5 between two longitudinal vertical plates 2.In each accompanying drawing, 1 is the rectangular base plate of steel bar concrete, and 2 is the rectangular longitudinal vertical plate of steel bar concrete, and 3 are built on stilts body, and 4 is obturator, and 5 is the cross rib die cavity, and 6 is transversary frid 6, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, its described two longitudinal vertical plates 2 are parallel, and five built on stilts bodies 3 that form cavity are housed on the base plate 1, are cross rib die cavity 5 between the built on stilts body 3, and the transversary frid 6 that supports adjacent longitudinal vertical plate 2 is arranged in the cross rib die cavity 5 between two longitudinal vertical plates 2.
Feature of the present invention also is to have on the described longitudinal vertical plate 2 hole 7 that is communicated with cross rib die cavity 5 or/and breach 8.As shown in Figure 2, on its described longitudinal vertical plate 2 hole 7 that is communicated with cross rib die cavity 5 is arranged.
Feature of the present invention is that also described base plate 1 stretches out longitudinal vertical plate 2 outer formation toss 9.As shown in Figure 3, on its described longitudinal vertical plate 2 breach 8 that is communicated with cross rib die cavity 5 is arranged, base plate 1 stretches out longitudinal vertical plate 2 outer formation toss 9 simultaneously.
Feature of the present invention is that also described transversary frid 6 is connected with longitudinal vertical plate 2 or/and base plate 1.As shown in Figure 3, its described transversary frid 6 is connected with longitudinal vertical plate 2 or/and base plate 1.
Feature of the present invention also is described built on stilts body 3 or/and reinforce 10 is arranged in the obturator 4, is extended with also perhaps that reinforce 10 is anchored at base plate 1 or/and in the longitudinal vertical plate 2.As shown in Figure 4, in its described built on stilts body 3 reinforce 10 is arranged, reinforce 10 stretches out and is anchored in the base plate 1.
Feature of the present invention also be described base plate 1 or/and longitudinal vertical plate 2 or/and built on stilts body 3 or/and obturator 4 is provided with at least one in reinforcing rib 11, bracing boom 12 or the stiffener 13.As shown in Figure 5, its described longitudinal vertical plate 2 is provided with reinforcing rib 11, is provided with bracing boom 12 and stiffener 13 in the built on stilts body 3.
Feature of the present invention also is described built on stilts body 3 or/and obturator 4 is provided with at least one in hole 14, projection 15, filler strip 16 or the pit 17.As shown in Figure 6, its described obturator 4 is provided with hole 14, projection 15 and filler strip 16.As shown in Figure 7, built on stilts body 3 is provided with pit 17.
Feature of the present invention is that also described longitudinal vertical plate 2 is provided with range line pier 18.As shown in Figure 7, its longitudinal vertical plate 2 is provided with range line pier 18.
Feature of the present invention is that also described built on stilts body 3 is the built on stilts body of flute profile.As Fig. 3, Fig. 4, Fig. 5, shown in Figure 7, its described built on stilts body 3 is the built on stilts body of flute profile.
Feature of the present invention is that also the built on stilts body 3 of described flute profile is transversary frid 6.As Fig. 3, Fig. 4, Fig. 5, shown in Figure 7, the built on stilts body 3 of its described flute profile is a transversary frid 6.
Feature of the present invention is that also described obturator 4 is the obturator of light material.As shown in Figure 2, its described obturator 4 is the obturator of expanded perlite light material.
Feature of the present invention is that also described prefabricated units are provided with carrying suspender member 19.As shown in Figure 8, its described prefabricated units are 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 reinforcing bar or reinforced mesh earlier, propped up the riser mould then, make rectangular longitudinal vertical plate 2 with the cement steel bar concrete again, at least two longitudinal vertical plates 2 are parallel, at base plate 1 and longitudinal vertical plate 2 not during setting and harden, at least two built on stilts bodies 3 that form cavitys are set or than the obturator 4 of concrete lightweight on base plate 1, between built on stilts body 3 or the obturator 4 is cross rib die cavity 5, a cement mortar transversary frid 6 that supports adjacent longitudinal vertical plate 2 is arranged at least one the cross rib die cavity 5 between two longitudinal vertical plates 2, after treating that base plate 1 and longitudinal vertical plate 2 condense, demoulding maintenance can make required concrete hollow board prefabricated units.
Claims (10)
1, a kind of concrete hollow board prefabricated units, comprise the rectangular base plate of steel bar concrete (1), the rectangular longitudinal vertical plate of steel bar concrete (2), longitudinal vertical plate (2) is arranged on the base plate (1), and form whole, it is characterized in that described at least two longitudinal vertical plates (2) are parallel or crossing, at least two built on stilts bodies (3) that form cavitys are housed or/and than the obturator (4) of concrete lightweight on the base plate (1), make somebody a mere figurehead body (3) or/and be cross rib die cavity (5) between the obturator (4), a transversary frid (6) that supports adjacent longitudinal vertical plate (2) is arranged at least one the cross rib die cavity (5) between two longitudinal vertical plates (2).
2, concrete hollow board prefabricated units according to claim 1 is characterized in that having on the described longitudinal vertical plate (2) hole (7) that is communicated with cross rib die cavity (5) or/and breach (8).
3, concrete hollow board prefabricated units according to claim 1 is characterized in that described base plate (1) stretches out the toss (9) of the outer formation of longitudinal vertical plate (2).
4, concrete hollow board prefabricated units according to claim 1 is characterized in that described transversary frid (6) is connected with longitudinal vertical plate (2) or/and base plate (1).
5, concrete hollow board prefabricated units according to claim 1 is characterized in that described built on stilts body (3) or/and reinforce (10) is arranged in the obturator (4), are extended with also perhaps that reinforce (10) is anchored at base plate (1) or/and in the longitudinal vertical plate (2).
6, concrete hollow board prefabricated units according to claim 1, it is characterized in that described base plate (1) or/and longitudinal vertical plate (2) or/and built on stilts body (3) or/and obturator (4) is provided with at least one in reinforcing rib (11), bracing boom (12) or the stiffener (13).
7, concrete hollow board prefabricated units according to claim 1 is characterized in that described built on stilts body (3) or/and obturator (4) is provided with at least one in hole (14), projection (15), filler strip (16) or the pit (17).
8, concrete hollow board prefabricated units according to claim 1 is characterized in that described longitudinal vertical plate (2) is provided with range line pier (18).
9, concrete hollow board prefabricated units according to claim 1 is characterized in that described built on stilts body (3) is the built on stilts body of flute profile; Perhaps the built on stilts body (3) of flute profile is transversary frid (6).
10, concrete hollow board prefabricated units according to claim 1 is characterized in that described obturator (4) is the obturator of light material; Perhaps prefabricated units are provided with carrying suspender member (19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100972207A CN100467789C (en) | 2004-11-22 | 2004-11-22 | Precast member for hollow concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100972207A CN100467789C (en) | 2004-11-22 | 2004-11-22 | Precast member for hollow concrete slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1779182A true CN1779182A (en) | 2006-05-31 |
| CN100467789C CN100467789C (en) | 2009-03-11 |
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ID=36769632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004100972207A Expired - Fee Related CN100467789C (en) | 2004-11-22 | 2004-11-22 | Precast member for hollow concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100467789C (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1284402A (en) * | 1968-08-06 | 1972-08-09 | Rheinbau Gmbh | Improvements in and relating to building constructions |
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2004
- 2004-11-22 CN CNB2004100972207A patent/CN100467789C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN100467789C (en) | 2009-03-11 |
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| C14 | Grant of patent or utility model | ||
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Owner name: SENSORMATIC ELECTRONICS CORPORATION Free format text: FORMER OWNER: VUE TECHNOLOGY INC. Effective date: 20101029 |
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Free format text: CORRECT: ADDRESS; FROM: CALIFORNIA STATE, UNITED STATES TO: FLORIDA STATE, UNITED STATES |
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| TR01 | Transfer of patent right |
Effective date of registration: 20101104 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor Patentee before: Qiu Zeyou |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090311 Termination date: 20131122 |