CN204024110U - A kind of high building structure that shear wall is set in bight - Google Patents

A kind of high building structure that shear wall is set in bight Download PDF

Info

Publication number
CN204024110U
CN204024110U CN201420171239.0U CN201420171239U CN204024110U CN 204024110 U CN204024110 U CN 204024110U CN 201420171239 U CN201420171239 U CN 201420171239U CN 204024110 U CN204024110 U CN 204024110U
Authority
CN
China
Prior art keywords
building
shear wall
aisle
bight
model
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420171239.0U
Other languages
Chinese (zh)
Inventor
张少勇
冷新中
杨国平
费建伟
陈梅珠
王铁平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HANGZHOU HENGDA STEEL STRUCTURE CO Ltd
Original Assignee
HANGZHOU HENGDA STEEL STRUCTURE CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HANGZHOU HENGDA STEEL STRUCTURE CO Ltd filed Critical HANGZHOU HENGDA STEEL STRUCTURE CO Ltd
Priority to CN201420171239.0U priority Critical patent/CN204024110U/en
Application granted granted Critical
Publication of CN204024110U publication Critical patent/CN204024110U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to a kind of plane figure of highrise building, aims to provide a kind of high building structure that shear wall is set in bight.Highrise building plane structure in this utility model is rectangular, described shear wall is L-type or inverted L shape, the four corners position of described high-rise building with rectangular is arranged functional space, described functional space is elevator shaft, staircase, equipment room or piping shaft, between described each functional space, connect by the aisle being provided with, the width in described aisle is 1500mm~1800mm.The beneficial effects of the utility model have: the architectural needs that meet better the frequent variation of electromechanical equipment, are particularly suitable for intelligent construction; Building bight arranges lateral resisting structure system, and structural mechanical property is not fully exerted, and also makes structure stress reasonable and economical.

Description

A kind of high building structure that shear wall is set in bight
Technical field
The utility model relates to a kind of plane figure of highrise building, is specifically related to a kind of high building structure that shear wall is set in bight.
Background technology
Maximum difference between highrise building and other building, is just that it has a vertical transportation and pipe-line equipment " core " that concentrate in together, that in structural system, play an important role again.And this " core " is also exactly very important in morphosis, determining the typical floor plan layout pattern of highrise building.
Along with the development of highrise building, the increase of height and the progress of technology, in High-rise Building Design process, develop gradually and " kernel " plane figure pattern of central core cartridge type, this is the result of each professional joint exploration optimal design.On building is processed, in order to strive for the spacious usage space of trying one's best, by the service such as between elevator & stairs, device rooms and washroom, drinking water boiler with room in the centralized of plane, make functional space occupy best daylighting position,, convenient traffic good in the hope of sight line.In structure aspects, along with the appearance of tubular construction concept, also wish to have the cylinder that rigidity is stronger to bear shearing and antitorque, and these just and architect require perfectly in harmony.Before the eighties in 20th century, the distribution form of " kernel " formula is always in occupation of leading position.
Along with the development in epoch, the progress of technology, the variation of people to building demand and the difference of design emphasis, work in high level building " kernel " plane figure pattern taking central core tube as main flow starts to be subject to challenge.Changing is for the first time mainly the variation for the needs in moulding and Architectural Design, as " double-core " formation pattern occurring before and after the seventies.The layout of the outer Core Walls Structure of bilateral, is not only conducive to the evacuation of taking refuge, and makes the appearance and modeling of highrise building produce huge variation.
What Second Revolution proposed revolutionary suggestion to Core Walls Structure at first is mechanical discipline, and they think along with increasingly the increasing and become increasingly complex of building implements, if device rooms and piping shaft are separated from Core Walls Structure, may more be conducive to management and keep in repair.And after the eighties, the continuous increase of the universal and Telecom Facilities of intelligent construction, has caused widely applying computer and telecom communication equipment in highrise building, even many buildings, after being completed, still being transformed continually wiring system and are increased new equipment.Optical cable in Intelligent Office space building and computer network piping shaft, distributing cabinet and relay etc., every layer all must arrange three places and just calculate rationally above.Like this, the architectural needs that often change in order to meet electromechanical equipment, just start, by decentralized to " core ", to split many places device rooms and piping shaft, so that local change.For structure discipline, strengthen the rigidity of building periphery and also can effectively resist the destruction of earthquake to highrise building, so if vertical transportation and device rooms etc. are arranged in to periphery dispersedly, undoubtedly also can be favourable to structural seismic.Meanwhile, the space of multiple outer cores of this dispersion forms pattern, is also just in time applicable to emerging mammoth structure, makes the huge support column in this structural system have use function.Its most typical example is exactly overseas Union Bank Ltd. Singapore center and the Room, Tokyo, Japan new capital of KenzoTange design.
And from the angle of architectural design, movement, vertical transportation, service room and the piping shaft of core is distributed to the periphery of building, for the space of highrise building form variation in pattern and facade moulding be also have revolutionary.It has not only adapted to other professional demands, but also the evacuation that is conducive to take refuge is created larger usage space and made the bottom of highrise building obtain liberation.This space forms flexibility and the advance that pattern has, and the Europe Architecture teachers that just showed by high praise technology very soon find, and are creatively applied among their works.
In addition, in the less highrise building of scale, also occur in recent years the phenomenon of a kind of core and main usage space separating purification, vertical transportation, service use room and equipment pipe well independent respectively, separate with building body.Main usage space is more complete, and four sides externally, joins with vestibule between core and main usage space.From the angle of structure, main usage space is owing to separating with core, and its anti-side rigidity is difficult to ensure, the stressed unreasonable economy that is also difficult to realize.
Utility model content
The technical problems to be solved in the utility model is, overcomes deficiency of the prior art, and a kind of high building structure that shear wall is set in bight is provided.
For technical solution problem, solution of the present utility model is:
A kind of high building structure that shear wall is set in bight is provided, described highrise building plane structure is rectangular, described shear wall is L-type or inverted L shape, the four corners position of described high-rise building with rectangular is arranged functional space, described functional space is elevator shaft, staircase, equipment room or piping shaft, between described each functional space, connect by the aisle being provided with, the width in described aisle is 1500mm~1800mm.
Improve as one, the zone line of described high-rise building with rectangular arranges Zhongting, and Zhongting arranges claustra around and is connected to the aisle of escalator; Described working space or living space arrange around Zhongting.
Improve as one, described L-type shear wall is symmetrical arranged, and the structural system of described L-type shear wall is suitable in the lateral rigidity of both direction.
Improve as one, described elevator shaft is provided with observation elevator.
Improve as one, in highrise building along with the increase of height, described shear wall moment of flexure be highly quadratic relation, and shearing be highly first power relation, therefore bending rigidity is larger on the impact of amount of deflection compared with shearing rigidity.
Compared with prior art, the beneficial effects of the utility model are:
1) the architectural needs that meet better the frequent variation of electromechanical equipment, are particularly suitable for intelligent construction;
2) building bight arranges lateral resisting structure system, and structural mechanical property is not fully exerted, and also makes structure stress reasonable and economical;
3) fire escape of building is placed in peripheral corners, and evacuation is conducive to take refuge;
4) separation of Core Walls Structure can make the directly external natural ventilation and lightings such as staircase, and energy conservation is saved again the pressure air blowing equipment that fire house needs, and more meets low energy consumption, modern designs principle capable of circulation.
Brief description of the drawings
Fig. 1 is plane figure's schematic diagram of existing highrise building;
Fig. 2 is the schematic diagram a of plane figure of the utility model highrise building;
Fig. 3 is the schematic diagram b of plane figure of the utility model highrise building;
Fig. 4 is plane figure's schematic diagram of the utility model band Zhongting highrise building;
Reference numeral: 1, shear wall; 2, elevator shaft; 3, staircase; 4, equipment room; 5, piping shaft; 6, aisle; 7, Zhongting; 8, claustra.
Detailed description of the invention
Following embodiment can make the technician of this professional skill field more fully understand the utility model, but limits never in any form the utility model.
The utility model embodiment provides a kind of high building structure that shear wall is set in bight, described highrise building plane structure is rectangular, described shear wall 1 is L-type or inverted L shape, the functional spaces such as described elevator shaft 2, staircase 3, equipment room 4 and piping shaft 5 are arranged in four corner positions of highrise building, and connect by the aisle 6 being provided with each other, the width in described aisle 6 is 1500~1800mm; Wherein in elevator shaft 2, be provided with observation elevator, increase many architectural appearances, in equipment room 4, be provided with light current chamber and forceful electric power chamber, in piping shaft 5, be provided with flue and well.
Described outer wall displacement does not arrange shear wall 1, less on facade impact; The zone line of described high-rise building with rectangular arranges Zhongting 7, and Zhongting 7 arranges claustra 8 around and is connected to the aisle 6 of escalator 2; Described working space or living space arrange around Zhongting 7.
Described L-type shear wall 1 is symmetrical set, and the structural system of described L-type shear wall 1 is suitable in the lateral rigidity of both direction, because Spatial Coupling has larger bending rigidity by having more traditional centralized arrangement type shear wall 1;
In highrise building, along with the increase of height, moment of flexure and the building height of described shear wall 1 are quadratic relation, and its shearing and building height are first power relation, and therefore bending rigidity is larger on the impact of amount of deflection compared with shearing rigidity.
The highrise building often horizontal loading such as wind load is got control, the utlity model has good anti-side rigidity, and therefore other vertical members of structure can be realized miniaturization, and the cost of agent structure will be reduced to some extent, reach the object economizing on resources.
Therefore, actual range of the present utility model not only comprises the disclosed embodiments, is also included under claims and implements or to carry out all equivalents of the present utility model.

Claims (4)

1. one kind arranges the high building structure of shear wall in bight, described highrise building plane structure is rectangular, described shear wall is L-type or inverted L shape, it is characterized in that, the four corners position of described high-rise building with rectangular is arranged functional space, described functional space is elevator shaft, staircase, equipment room or piping shaft, between described each functional space, connects by the aisle being provided with, and the width in described aisle is 1500mm~1800mm.
2. according to the high building structure described in claim 1, it is characterized in that, the zone line of described high-rise building with rectangular arranges Zhongting, and Zhongting arranges claustra around and is connected to the aisle of escalator; Working space or living space arrange around Zhongting.
3. according to the high building structure described in claim 1, it is characterized in that, described L-type shear wall is symmetrical set.
4. according to the high building structure described in claim 1, it is characterized in that, in described elevator shaft, observation elevator is installed.
CN201420171239.0U 2014-04-09 2014-04-09 A kind of high building structure that shear wall is set in bight Expired - Fee Related CN204024110U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420171239.0U CN204024110U (en) 2014-04-09 2014-04-09 A kind of high building structure that shear wall is set in bight

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420171239.0U CN204024110U (en) 2014-04-09 2014-04-09 A kind of high building structure that shear wall is set in bight

Publications (1)

Publication Number Publication Date
CN204024110U true CN204024110U (en) 2014-12-17

Family

ID=52063995

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420171239.0U Expired - Fee Related CN204024110U (en) 2014-04-09 2014-04-09 A kind of high building structure that shear wall is set in bight

Country Status (1)

Country Link
CN (1) CN204024110U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285050A (en) * 2016-09-19 2017-01-04 上海师范大学 A kind of shear wall structure of the oblique arranged crosswise in space

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285050A (en) * 2016-09-19 2017-01-04 上海师范大学 A kind of shear wall structure of the oblique arranged crosswise in space

Similar Documents

Publication Publication Date Title
JP2003013618A (en) Apartment house
CN102953497B (en) Pre-formed gypsum plank mounting structure
CN204024110U (en) A kind of high building structure that shear wall is set in bight
WO2017063414A1 (en) Maritime green human settlement system and modularized construction method therefor
CN100464048C (en) House with several gardens
CN106760139B (en) Externally-attached modularized building structure and construction method thereof
CN204609375U (en) A kind of honeycomb modular kindergarten building
CN204456975U (en) Digitlization compound operation room module system
CN100424311C (en) One-stair-multiple-door resident with many gardens
CN206053026U (en) A kind of steel truss wall based on lightgage steel joist combined wall board
CN206554353U (en) Sunk panel modeling structure on a kind of ceiling decoration
EP3147426B1 (en) Multi-family housing prototype with split-level, variable height apartments
CN206245760U (en) A kind of modular partition wall quick assembling steel skeleton
CN205875383U (en) Novel multi -functional assembled board house
CN202850252U (en) Architectural construction with bi-directional L-shaped deformation joints
CN205348502U (en) Hollow superstructure centre form system of cast in situ concrete with indoor fire -fighting function
CN205399749U (en) Pin -connected panel wall body
CN205189288U (en) Novel high -rise building stair
CN213682625U (en) Foundation main wall integrated structure and high-rise building
CN104963529A (en) Honeycomb modular kindergarten building
CN202672460U (en) T-shaped partition-corner building block for building three-dimensional structures
CN111364800B (en) Corridor type small-dwelling house building design method, building and state conversion method
CN201129043Y (en) Residence building having windmill-shaped frame
CN208379883U (en) Plug-in type can the diversified plaster tablet suspended ceiling combined
CN108179815B (en) Bidirectional multiple large-span staggered connection structure with four corner cylinders

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141217

Termination date: 20190409

CF01 Termination of patent right due to non-payment of annual fee