CN2464824Y - High-performance building laminated board - Google Patents

High-performance building laminated board Download PDF

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Publication number
CN2464824Y
CN2464824Y CN 00232533 CN00232533U CN2464824Y CN 2464824 Y CN2464824 Y CN 2464824Y CN 00232533 CN00232533 CN 00232533 CN 00232533 U CN00232533 U CN 00232533U CN 2464824 Y CN2464824 Y CN 2464824Y
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CN
China
Prior art keywords
plate body
wing
edge
performance building
utility
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Expired - Fee Related
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CN 00232533
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Chinese (zh)
Inventor
周旺华
何亚伯
廖晖
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Individual
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Individual
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Priority to CN 00232533 priority Critical patent/CN2464824Y/en
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Publication of CN2464824Y publication Critical patent/CN2464824Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a high-performance building laminated board used for a structure of a prestress laminated building top, which comprises a board body of which the middle part is provided with a hollow hole along the longitudinal direction. Both sides of the board body are provided with wing margins, and the lower part of the board body is buried with steel bars, and moreover, both ends of the board body are provided with outward extending steel bars. The utility model has the advantages of reasonable structure, and convenient construction. The arranged wing margin can replace the traditional seam beam, and a dark beam is formed; the board body is a hollow structure, and has good strength and rigidity, so that the plate body can be suitable for being made by a wide span laminated board, however, the protruding steel bar and the beam are poured into integration, which enhances the lacing function of a beam slab and enhances the structural integrity. The utility model can be widely used for road bridge engineering field, the water conservancy engineering field, etc.

Description

The high-performance building superimposed sheet
The utility model relates to a kind of high-performance building superimposed sheet that is used for the superimposed building cover structure of prestressing force, relates in particular to a kind of high-performance long span building superimposed sheet, belongs to a kind of construction.This member also can be applicable to engineering fields such as bridge, water conservancy.
The superimposed superstructure that makes up building comprise by supporting beam, superimposed sheet and after the overlapping layers that waters above superimposed sheet constitute, existing superimposed sheet mostly is plate shaped, when not only constructing interim support need be set, difficulty of construction is big, and superimposed sheet is solid section, and from great, rigidity is lower.In Chinese patent CN2261462Y, announced the superimposed building cover structure of a kind of high efficient prestress, this structure has proposed a kind of enhancement mode superimposed sheet with ribbing, interim support when this superimposed sheet can be exempted the superimposed sheet construction, simplified technology, also make the rigidity of superimposed sheet and intensity obtain enhancing simultaneously, but this plate has been a solid section, from great, make its span be subjected to certain limitation, in addition, also desirable not to the utmost in the structure of plate-girder junction.
The purpose of this utility model is to provide a kind of high-performance building superimposed sheet at the deficiency of above-mentioned existing technologies existence, and it is not only rational in infrastructure, has higher strength and stiffness, can be suitable for large span, and easy construction.
The utility model is realized by following technical scheme: include plate body 2, its difference is to be vertically arranged with hollow hole 1 at the plate body middle part, the both sides of plate body are provided with the edge of a wing 4, are embedded with reinforcing bar 3 in the bottom of plate body, and are provided with vertical protruding bar 5 at the plate body two ends.
Good effect of the present utility model is: 1, both sides at plate body are provided with the edge of a wing, and in the edge of a wing arrangement of reinforcement, alternative traditional plate seam beam, not only can be convenient to the construction of superimposed superstructure, and cast-in-place back forms dark beam, strengthened the drawknot effect of beam slab, improved the globality of structure, can be used for height degree of splitting earthquake areas: can bear concentrated load in addition, and substitute bright beam, form the space attractive in appearance that large span does not have the roof, Liangping: 2, hollow hole is set, make corresponding the alleviating of plate body deadweight, and the height in plate body cross section can correspondingly increase, and the rigidity of structure is improved, thereby strengthens the application span of superimposed sheet; 3, the protruding bar that certain-length is set at the plate body two ends when construction and beam water and build up an integral body, the hollow hole at two ends also can form certain tenon effect simultaneously, form the fixed end structure with beam, the water resistance that can improve shear resistance 4, iterative structure can be further improved.
Fig. 1 is the stereogram of an embodiment of the utility model.
Fig. 2 is the stereogram of another embodiment of the utility model.
Fig. 3 is the stereogram of the 3rd embodiment of the utility model.
Vertical view that Fig. 4 is connected with beam when using for the utility model construction.
Vertical view that Fig. 5 is connected with body of wall when using for the utility model construction.
The transverse state schematic diagram that Fig. 6 is connected with beam when using for the utility model construction.
The transverse state schematic diagram that Fig. 7 is connected with body of wall when using for the utility model construction.
Further specify embodiment of the present utility model below in conjunction with accompanying drawing, include the plate body 2 of a rectangle, the middle part of plate body longitudinally is provided with hollow hole 1, hollow hole is for connecting the through hole of plate body, the interruption hole of stopping up in the middle of also can be, width hollow hole according to plate body can be provided with 1-18, parallel along the longitudinal, hollow hole be shaped as circular or oblate type or other polygon, the recessed formation edge of a wing, the both sides of plate body 4, the bottom on the edge of a wing can flush with the plate body bottom, also can be positioned at middle and lower part, plate body both sides, side, the edge of a wing slightly is inclined upwardly, simultaneously two sides of plate body also slightly be inclined upwardly (big down little), should keep certain roughness above the plate body He above the edge of a wing, the concavo-convex difference of matsurface is 4-6mm, in the plate body bottom and the edge of a wing, be embedded with two-way in length and breadth reinforcing bar 3, the two ends that longitudinal reinforcement extends plate body form vertical protruding bar 5, and vertically the length of protruding bar is 100-300mm, in addition, transverse reinforcement also can be extended out the side direction on the edge of a wing, constitute side direction protruding bar 6, usually, the thickness of superimposed sheet is 40mm-350mm, length is 1800-15000mm, and width is 300-1800mm.
Its two ends were held on 9 beams of built-in cage of reinforcement 10 when the utility model used construction, vertical overhanging steel 5 muscle stretch into the face of building of beam, dispose the reinforcing bar 8 of some in the overlapping layers according to circumstances, thereafter concreting on them forms overlapping layers 7, constitutes the superimposed superstructure of whole shape thus, wherein each superimposed sheet laterally closes up splicing, the edge of a wing 4 forms grooves, be convenient to overlapping layers combine and form dark beam, as described in Fig. 4,6.The utility model and shear wall in length and breadth to connection status shown in Fig. 5,7, bury the reinforcing bar 8 of cross-over connection two plates above between two superimposed sheets underground, the shear wall cage of reinforcement 12 that waters after vertical protruding bar 5 at two ends stretches into, poured concrete links into an integrated entity overlapping layers 7, superimposed sheet 2 and shear wall 11.

Claims (7)

1, a kind of high-performance building superimposed sheet, include plate body (2), it is characterized in that being vertically arranged with hollow hole (1), be provided with the edge of a wing (4) in the both sides of plate body at the plate body middle part, be embedded with reinforcing bar (3) in the bottom of plate body, and be provided with vertical protruding bar (5) at the plate body two ends.
2, by the described high-performance building superimposed sheet of claim 1, it is characterized in that hollow hole (1) for vertically connecting the through hole of plate body, hollow hole can be provided with 1-18.
3, by claim 1 or 2 described high-performance building superimposed sheets, it is characterized in that the recessed formation edges of a wing, both sides (4) of plate body, the bottom on the edge of a wing flushes with the plate body bottom, and side, the edge of a wing slightly is inclined upwardly, and two sides of plate body also slightly are inclined upwardly simultaneously.
4, by claim 1 or 2 described high-performance building superimposed sheets, it is characterized in that should keeping certain roughness above the plate body (2) and above the edge of a wing (4), the concavo-convex difference of matsurface is 4-6mm.
5, by claim 1 or 2 described high-performance building superimposed sheets, it is characterized in that being embedded with two-way in length and breadth reinforcing bar (3) in the plate body bottom and the edge of a wing, the two ends that longitudinal reinforcement extends plate body form vertical protruding bar (5).
6, by the described high-performance building superimposed sheet of claim 5, it is characterized in that transverse reinforcement extends the side direction on the edge of a wing, constitute side direction protruding bar (6).
7, by claim 1 or 2 described high-performance building superimposed sheets, the thickness that it is characterized in that superimposed sheet is 40mm-350mm, and length is 1800-15000mm, and width is 300-1800mm.
CN 00232533 2000-12-11 2000-12-11 High-performance building laminated board Expired - Fee Related CN2464824Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00232533 CN2464824Y (en) 2000-12-11 2000-12-11 High-performance building laminated board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00232533 CN2464824Y (en) 2000-12-11 2000-12-11 High-performance building laminated board

Publications (1)

Publication Number Publication Date
CN2464824Y true CN2464824Y (en) 2001-12-12

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ID=33595140

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00232533 Expired - Fee Related CN2464824Y (en) 2000-12-11 2000-12-11 High-performance building laminated board

Country Status (1)

Country Link
CN (1) CN2464824Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603452A (en) * 2013-11-25 2014-02-26 辽宁工业大学 Assembled-type tooth-shaped superposed floor slab
CN105155689A (en) * 2015-09-17 2015-12-16 中民筑友有限公司 Connection node of precast slabs and construction method for laminated precast slabs
CN105155690A (en) * 2015-09-17 2015-12-16 中民筑友有限公司 Connection node of precast slabs and construction method for spliced precast slabs
CN105275096A (en) * 2015-09-17 2016-01-27 中民筑友有限公司 Prefabricated pieced two-way slab construction method
CN105275091A (en) * 2015-09-17 2016-01-27 中民筑友有限公司 Prefabricated slab and prefabricated beam connection node and construction method thereof
CN105297921A (en) * 2015-09-17 2016-02-03 中民筑友有限公司 Prefabricated plate and prefabricated wall joint and construction method thereof
CN107401236A (en) * 2017-08-29 2017-11-28 湖南诚友绿色建材科技有限公司 A kind of Prefabricated Concrete groove profile cored slab composite beam superstructure
CN108331220A (en) * 2018-03-12 2018-07-27 济南市人防建筑设计研究院有限责任公司 People's air defense prefabricated U template with ribbing

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603452A (en) * 2013-11-25 2014-02-26 辽宁工业大学 Assembled-type tooth-shaped superposed floor slab
CN103603452B (en) * 2013-11-25 2015-08-26 辽宁工业大学 Assembly type profile of tooth laminated floor slab
CN105155689A (en) * 2015-09-17 2015-12-16 中民筑友有限公司 Connection node of precast slabs and construction method for laminated precast slabs
CN105155690A (en) * 2015-09-17 2015-12-16 中民筑友有限公司 Connection node of precast slabs and construction method for spliced precast slabs
CN105275096A (en) * 2015-09-17 2016-01-27 中民筑友有限公司 Prefabricated pieced two-way slab construction method
CN105275091A (en) * 2015-09-17 2016-01-27 中民筑友有限公司 Prefabricated slab and prefabricated beam connection node and construction method thereof
CN105297921A (en) * 2015-09-17 2016-02-03 中民筑友有限公司 Prefabricated plate and prefabricated wall joint and construction method thereof
CN107401236A (en) * 2017-08-29 2017-11-28 湖南诚友绿色建材科技有限公司 A kind of Prefabricated Concrete groove profile cored slab composite beam superstructure
CN108331220A (en) * 2018-03-12 2018-07-27 济南市人防建筑设计研究院有限责任公司 People's air defense prefabricated U template with ribbing
CN108331220B (en) * 2018-03-12 2024-06-11 济南市人防建筑设计研究院有限责任公司 Prefabricated U-shaped plate with rib for civil air defense

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GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee