CN201411777Y - High damping concrete composite nucleus shell for strengthening mixed hidden support - Google Patents
High damping concrete composite nucleus shell for strengthening mixed hidden support Download PDFInfo
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- CN201411777Y CN201411777Y CN2009200646066U CN200920064606U CN201411777Y CN 201411777 Y CN201411777 Y CN 201411777Y CN 2009200646066 U CN2009200646066 U CN 2009200646066U CN 200920064606 U CN200920064606 U CN 200920064606U CN 201411777 Y CN201411777 Y CN 201411777Y
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- high damping
- shear wall
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- damping concrete
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Abstract
The utility model discloses a high damping concrete composite nucleus shell for strengthening mixed hidden support, which comprises four shear walls sounding into a shell, wherein two rows of steel-bar nets formed by steel bars distributed longitudinally and laterally are arranged in shear wall plates, and adjacent two shear walls are connected by a frame post. The utility model is characterized in that a pair of positive cross H-type steel is arranged in the frame post; each shear wall is both composed of a shape steel concrete frame post, a shear wall plate, a steel-plate connecting beam packed by high damping concrete and a high damping concrete middle post; a steel-plate hidden support is arranged between the two rows of steel-bar nets, and a hooping is arranged along the total lengthof the steel-plate hidden support; and a pair of angle steel is arranged in the high damping concrete middle post. Compared with the existing shells, the utility model has the advantages of large initial rigidity, high bearing ability, good tensibility and good entire quake-proof power-wasting performance.
Description
Technical field
The utility model relates to field of civil engineering, specifically is used as a kind of high damping concrete combined barrel system of strengthening mixing dark support of main lateral resistant member in the highrise building.
Background technology
The key of antidetonation mitigation is to strengthen the shock resistance of building.In high-level structure, the core tube is main lateral resistant member, is bearing the horizontal seismic force of structural entity 80% approximately.The good cylindrical shell of development anti-seismic performance is the core technology of high-level structure seismic design.Existing steel concrete cylindrical shell generally comprises the quadruple shear wall that surrounds cylindrical shell, in shear wall slab, dispose the two placing of reinforcement nets of forming by horizontal and vertical distribution reinforcement, the deficiency of its rigidity, bearing capacity and ductility easily causes shear failure and the concrete crushing of pressurized wall limb bottom, thereby structural entity is destroyed; , and the areas of plasticity hinge of bottom is little at the bottom of the wall, and the energy dissipation ability is lower.In the existing scheme of improving the concrete barrel anti-seismic performance, have in the shear wall of steel concrete cylindrical shell, to add the dark technology that supports of reinforcing bar.The problem of its existence is: concrete tension, the pressure energy power deficiency of oblique dark supporting core part.In the existing scheme of improving the concrete barrel anti-seismic performance, in the shear wall of steel concrete cylindrical shell, add the technology that shaped steel supports in addition.The problem of its existence is: shear wall is difficult to form reliable the connection between supporting with shaped steel is dark, causes structural system can not give full play to the antidetonation advantage in big earthquake centre.In the existing scheme of improving the concrete barrel anti-seismic performance, in the shear wall of steel concrete cylindrical shell, add the technology that steel plate supports in addition.The problem of its existence is: the steel plate stress performance than other shaped steel a little less than, tension, pressure energy power deficiency, supporting base end portion is prone to local buckling.
The utility model content
The purpose of this utility model is to provide a kind of reinforcement that significantly improves steel concrete cylindrical shell shock resistance to mix the dark high damping concrete combination core shell that supports.
The technical solution adopted in the utility model is: comprise the quadruple shear wall that surrounds cylindrical shell, in shear wall slab, dispose the two placing of reinforcement nets of forming by horizontal and vertical distribution reinforcement, connect by frame columns between the two adjacent surfaces shear wall, it is characterized in that, in frame columns, be provided with a pair of H font steel that forward intersects, every shear wall is by the steel reinforced concrete frame columns, shear wall slab and form by the steel plate coupling beam and the high damping concrete center pillar of high damping concrete parcel, between two placing of reinforcement nets, add and be furnished with steel plate and secretly support, and, in center pillar, be provided with a pair of angle steel along the dark total length configuration stirrup that supports.
The dark support of described steel plate is X-shaped, is fixed with two pairs of X-shapeds and secretly supports in story height.
The two pairs of X-shapeds are dark support respectively with frame columns in H font steel and the L angle steel in the center pillar weld mutually, steel plate in the coupling beam welds mutually with angle steel in the center pillar, H font steel in the frame columns, the steel plate in the shear wall slab secretly support, and angle steel in the center pillar and the steel plate in the coupling beam are combined to form steel truss.
Angle steel in the described center pillar is a pair of L type angle steel.
Cylindrical shell of the present utility model is bigger than the initial stiffness of existing cylindrical shell, supporting capacity is high, ductility good, can significantly improve the shock resistance of cylindrical shell, because the shear wall cylindrical shell is the core lateral resisting parts of high-level structure, has improved the shock resistance of cylindrical shell, has also just improved the shock resistance of structural entity.
Description of drawings
Fig. 1 is the general structure schematic diagram of core shell;
Fig. 2 is the arrangement of reinforcement schematic diagram of a shear wall in the core shell;
Fig. 3 is an A-A section enlarged diagram among Fig. 2;
Fig. 4 is the floor map of core barrel structure system.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
With reference to accompanying drawing: present embodiment comprises the quadruple shear wallboard that surrounds cylindrical shell, is connected by shared steel reinforced concrete frame columns C between adjacent two sides shear wall slab A and the B.
Be provided with vertical distribution bar 17 and cross direction profiles muscle 18 at the shear wall wallboard.In the steel reinforced concrete frame columns, be provided with vertical muscle 6 and frame columns stirrup 11 in H shaped steel 1 that a pair of forward intersects and the frame columns, be fixed with the dark support 3 of two pairs of X-shaped steel plates in the every shear wall slab in every floor height respectively, in the dark support of X-shaped steel plate, be provided with dark support stirrup 15, dark bracing frame stud 8, coupling beam and center pillar adopt the high damping concrete, built-in steel plate 5 and be provided with vertical muscle 10 and stirrup 14 in coupling beam, in center pillar, be provided with vertical muscle 7 of L shaped angle steel 2 and center pillar and center pillar stirrup 12, Vierendeel girder 4 is set in shear wall slab, be provided with vertical muscle 9 and stirrup 13 in the Vierendeel girder, the two pairs of X-shaped steel plates are dark support respectively with the steel reinforced concrete frame columns in H shaped steel 1 and the L shaped angle steel 2 in the center pillar weld mutually, the steel plate 5 in the coupling beam welds mutually with L shaped angle steel in the center pillar.H font steel in the frame columns, the steel plate in the shear wall slab secretly support, and angle steel in the center pillar and the steel plate in the coupling beam are combined to form steel truss.With frame columns and shear wall slab and the moulding of coupling beam disturbing concrete, promptly constitute and strengthen mixing the dark high damping concrete core cylindrical shell that supports at last.
Claims (4)
1. high damping concrete combination core shell of strengthening mixing dark support, comprise the quadruple shear wall that surrounds cylindrical shell, in shear wall slab, dispose the two placing of reinforcement nets of forming by horizontal and vertical distribution reinforcement, connect by frame columns between the two adjacent surfaces shear wall, it is characterized in that, in frame columns, be provided with a pair of H font steel that forward intersects, every shear wall is by the steel reinforced concrete frame columns, shear wall slab and form by the steel plate coupling beam and the high damping concrete center pillar of high damping concrete parcel, between two placing of reinforcement nets, add and be furnished with steel plate and secretly support, and, in center pillar, be provided with a pair of angle steel along the dark total length configuration stirrup that supports.
2. reinforcement according to claim 1 mixes the dark high damping concrete combination core shell that supports, and it is characterized in that dark support of described steel plate is X-shaped, is fixed with two pairs of X-shapeds and secretly supports in story height.
3. reinforcement according to claim 1 mixes the dark high damping concrete combination core shell that supports, it is characterized in that, the two pairs of X-shapeds are dark support respectively with frame columns in H font steel and the L angle steel in the center pillar weld mutually, steel plate in the coupling beam welds mutually with angle steel in the center pillar, H font steel in the frame columns, the steel plate in the shear wall slab secretly support, and angle steel in the center pillar and the steel plate in the coupling beam are combined to form steel truss.
4. reinforcement according to claim 1 mixes the dark high damping concrete combination core shell that supports, and it is characterized in that the angle steel in the described center pillar is a pair of L type angle steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2009200646066U CN201411777Y (en) | 2009-05-27 | 2009-05-27 | High damping concrete composite nucleus shell for strengthening mixed hidden support |
Applications Claiming Priority (1)
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CN2009200646066U CN201411777Y (en) | 2009-05-27 | 2009-05-27 | High damping concrete composite nucleus shell for strengthening mixed hidden support |
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CN201411777Y true CN201411777Y (en) | 2010-02-24 |
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CN2009200646066U Expired - Fee Related CN201411777Y (en) | 2009-05-27 | 2009-05-27 | High damping concrete composite nucleus shell for strengthening mixed hidden support |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101806107A (en) * | 2010-03-16 | 2010-08-18 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
CN102400503A (en) * | 2010-09-26 | 2012-04-04 | 中国建筑科学研究院 | High-strength concrete steel plate sectional connection combined shear wall |
CN104100000A (en) * | 2013-04-11 | 2014-10-15 | 香港华艺设计顾问(深圳)有限公司 | Steel reinforced concrete frame four-corner barrel bi-directional large-span steel truss mixed structure |
CN104631659A (en) * | 2015-01-07 | 2015-05-20 | 湖南大学 | Prefabricated assembling type composite plate type concrete double-connection shear wall with hidden supports |
CN105040816A (en) * | 2015-08-27 | 2015-11-11 | 湖南大学 | Prefabricated assembly type and hidden-support-equipped superposed plate type reinforced concrete core wall |
CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
CN115262801A (en) * | 2022-08-03 | 2022-11-01 | 浙江东南建筑设计有限公司 | Wave-shaped single steel plate shear wall system |
-
2009
- 2009-05-27 CN CN2009200646066U patent/CN201411777Y/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101806107A (en) * | 2010-03-16 | 2010-08-18 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
CN101806107B (en) * | 2010-03-16 | 2014-05-28 | 华东建筑设计研究院有限公司 | Side column connecting node of thin steel plate shear wall |
CN102400503A (en) * | 2010-09-26 | 2012-04-04 | 中国建筑科学研究院 | High-strength concrete steel plate sectional connection combined shear wall |
CN104100000A (en) * | 2013-04-11 | 2014-10-15 | 香港华艺设计顾问(深圳)有限公司 | Steel reinforced concrete frame four-corner barrel bi-directional large-span steel truss mixed structure |
CN104631659A (en) * | 2015-01-07 | 2015-05-20 | 湖南大学 | Prefabricated assembling type composite plate type concrete double-connection shear wall with hidden supports |
CN104631659B (en) * | 2015-01-07 | 2016-09-14 | 湖南大学 | Prefabricated assembled band steel plate concealed bracings overlaid plate type concrete coupled shear wall |
CN105040816A (en) * | 2015-08-27 | 2015-11-11 | 湖南大学 | Prefabricated assembly type and hidden-support-equipped superposed plate type reinforced concrete core wall |
CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
CN115262801A (en) * | 2022-08-03 | 2022-11-01 | 浙江东南建筑设计有限公司 | Wave-shaped single steel plate shear wall system |
CN115262801B (en) * | 2022-08-03 | 2024-02-20 | 浙江东南建筑设计有限公司 | Wave-shaped single-steel-plate shear wall system |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100224 Termination date: 20130527 |