CN2312990Y - X-shaped ribbed shear beam - Google Patents

X-shaped ribbed shear beam Download PDF

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Publication number
CN2312990Y
CN2312990Y CN 97225430 CN97225430U CN2312990Y CN 2312990 Y CN2312990 Y CN 2312990Y CN 97225430 CN97225430 CN 97225430 CN 97225430 U CN97225430 U CN 97225430U CN 2312990 Y CN2312990 Y CN 2312990Y
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CN
China
Prior art keywords
shear
type
shear beam
bars
welded
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Expired - Fee Related
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CN 97225430
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Chinese (zh)
Inventor
李岭群
李领发
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Individual
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Individual
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Priority to CN 97225430 priority Critical patent/CN2312990Y/en
Application granted granted Critical
Publication of CN2312990Y publication Critical patent/CN2312990Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a shear beam for X bars in a building. The structure of the utility model is that upper and lower longitudinal bars and lacing bars are crossed and buckled to form an X-shaped plane frame structure, and cross points are welded and fixed by using transverse straight bars; the peripheries of the upper and the lower longitudinal bars are wound and fixed by using hoop bars. Both ends of the shear beam equivalent field-burning U-shaped slots whose interiors are welded with upper and lower connecting plates; the shear beam and shear force generation columns are welded through the connecting plates by using threaded rods; the end surface of the beam is provided with U-shaped clamp holes, and light material is added on a hollow position at the center of the beam. The shear beam has simple manufacturing process, and the steel degree and the shear stress resistant performance can be improved by more than three times; simultaneously, the cost is reduced, and the steel can be saved by more than 10%.

Description

" X " type muscle shear beam
The utility model relates to " X " type muscle shear beam in a kind of building
The present both at home and abroad extensively metallic framework technology of the reinforced concrete beam that adopts is all vertical muscle being arranged in parallel up and down of beam, will indulge muscle up and down by stirrup and encircle and be integral.This beam mainly is that stiffness is poor, and anti-shearing stress performance is poor, and ductility is lower, and reinforcing bar interts mutually with the concrete casting connection when beam is connected with post, makes the stressed complexity of node place concrete of Liang Yuzhu, destructible during earthquake.The utility model has designed a kind of " X " type muscle shearing fine strain of millet according to the weak point of metallic framework in the reinforced concrete structure high-rise building thing on the basis of CN95227571.6.
The purpose of this utility model is, on the basis of CN95227571.6, designed a kind of " X " type muscle shear beam, its vertical up and down muscle intersects to detain with lacing wire forms " X " type plane frame structure, weld with laterally straight muscle at each intersection button knot place simultaneously and fixed, twine with stirrup the periphery of vertical muscle up and down, at the two ends of fine strain of millet is equivalent cast-in-place U type groove, in U type groove, be welded with lower connecting plate, adopt dowel that shear beam and shear column are connected to integral body by junction plate, central hollow place shearing fine strain of millet adds light material, can prevent cold bridge, plays thermal insulation.But also weight reduction simultaneously.
Referring to accompanying drawing
Fig. 1 is the utility model structural representation
Fig. 2 is the utility model bar construction figure
" X " described in the utility model type shear beam is to be intersected to buckle with lacing wire by vertical muscle up and down to tie shape Become " X " type plane frame structure, adopt laterally straight muscle to be welded and fixed at the place, crosspoint, about Stirrup compositions that be fastened adopted in the periphery of vertical muscle, and two ends that should " X " type shear beam are equivalent cast-in-place U-shaped groove (1) is welded with upper and lower type connecting plate (2) in U-shaped groove (1); The upper two ends of connecting plate (2) Have connecting hole (3), adopt the mode of dowel that shear beam and shear column are connected to integral body; Simultaneously Central hollow place in shear beam adds light material (4) can prevent cold bridge, plays the thermal insulation separation hotwork With, but simultaneously also weight reduction is provided with evenly distributed " U " type clamp hole (5) at the end face of beam.
Embodiment:
" X " described in the utility model type muscle shear beam, in manufacturing, at first the shear beam multi-disc is manufactured, to indulge muscle up and down ties with lacing wire intersection button, form " X " shape plane frame structure, and the mode of locating the employing welding in each crosspoint is fixed, according to actual needs, each plane framework is welded into whole shear beam with laterally straight muscle then, twines in the mode of spiral with stirrup again.Be welded into the periphery of whole shear beam, at the two ends of shear beam is that U type groove is now burnt in equivalence, in U type groove, be welded with lower connecting plate, two ends have the hole on the junction plate, the mode that adopts screw rod is connected and fixed the shear beam in the formation building and the framework of shear column with shear beam and shear column, central hollow place in shear beam adds light material and can prevent cold bridge simultaneously, play thermal insulation, but also weight reduction simultaneously, getting final product with concrete casting, is that the mode that adopts " U " type card to insert " U " type clamp hole on the beam-ends face is interconnected to integral body simultaneously between this beam and the spherical shell floor again.This shear beam manufacture technology is simple, and its stiffness, anti-shearing stress performance improve more than 2 times, reduce cost simultaneously, can save steel more than 10%.

Claims (1)

1, a kind of " X " type muscle shear beam that is used to build thing, it is to be intersected to detain with lacing wire by vertical muscle up and down to tie, " X " type of formation plane frame structure, adopt laterally straight muscle welding fixing at the intersection point place, adopt the stirrup composition that is fastened in the periphery of vertical muscle up and down, it is characterized in that, the two ends of being somebody's turn to do " X " type shear beam are equivalent cast-in-place U type groove (1), in U type groove (1), be welded with upper and lower junction plate (2), junction plate (2) two ends are opened and are connected porose (3), adopt the mode of dowel that shear beam and shear column are connected to integral body; Central hollow place in shearing fine strain of millet adds light material (4) simultaneously; On the end face of beam, be provided with evenly distributed " U " type clamp hole (5).
CN 97225430 1997-06-14 1997-06-14 X-shaped ribbed shear beam Expired - Fee Related CN2312990Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 97225430 CN2312990Y (en) 1997-06-14 1997-06-14 X-shaped ribbed shear beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 97225430 CN2312990Y (en) 1997-06-14 1997-06-14 X-shaped ribbed shear beam

Publications (1)

Publication Number Publication Date
CN2312990Y true CN2312990Y (en) 1999-04-07

Family

ID=33939447

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 97225430 Expired - Fee Related CN2312990Y (en) 1997-06-14 1997-06-14 X-shaped ribbed shear beam

Country Status (1)

Country Link
CN (1) CN2312990Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101881051A (en) * 2010-03-08 2010-11-10 南通建筑工程总承包有限公司 Beam-beam connecting node structure
CN103216035A (en) * 2013-04-15 2013-07-24 北京交通大学 Ductility structure of reinforced concrete frame beam and construction method thereof
CN104057189A (en) * 2014-05-23 2014-09-24 浙江东南网架股份有限公司 Novel U-shaped cross section component, special jig frame and processing and setting method
CN110418677A (en) * 2017-03-16 2019-11-05 蒂森克虏伯工业解决方案股份公司 Swing jaw and jaw crusher

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101881051A (en) * 2010-03-08 2010-11-10 南通建筑工程总承包有限公司 Beam-beam connecting node structure
CN101881051B (en) * 2010-03-08 2012-10-10 南通建筑工程总承包有限公司 Beam-beam connecting node structure
CN103216035A (en) * 2013-04-15 2013-07-24 北京交通大学 Ductility structure of reinforced concrete frame beam and construction method thereof
CN104057189A (en) * 2014-05-23 2014-09-24 浙江东南网架股份有限公司 Novel U-shaped cross section component, special jig frame and processing and setting method
CN110418677A (en) * 2017-03-16 2019-11-05 蒂森克虏伯工业解决方案股份公司 Swing jaw and jaw crusher
CN110418677B (en) * 2017-03-16 2021-08-31 蒂森克虏伯工业解决方案股份公司 Swing jaw and jaw crusher

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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