CN204435596U - A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib - Google Patents

A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib Download PDF

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Publication number
CN204435596U
CN204435596U CN201420844833.1U CN201420844833U CN204435596U CN 204435596 U CN204435596 U CN 204435596U CN 201420844833 U CN201420844833 U CN 201420844833U CN 204435596 U CN204435596 U CN 204435596U
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CN
China
Prior art keywords
reinforcing rib
topological
rise building
energy saving
rail
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Expired - Fee Related
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CN201420844833.1U
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Chinese (zh)
Inventor
朱大昌
陈奕强
丰艳萍
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Jiangxi University of Science and Technology
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Jiangxi University of Science and Technology
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Priority to CN201420844833.1U priority Critical patent/CN204435596U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90Passive houses; Double facade technology

Abstract

The utility model relates to a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib, formed primarily of top rail plate, heat insulating energy saving material packed layer, topological reinforcing rib, concrete lift, bottom rail beam slab.Under the acting in conjunction of wind load and oscillating load, the distribution situation of reinforcing rib in external wall of high-rise building body of wall is drawn by adopting Topology Optimization Method, the structure composition form of reinforcing bar in external wall of high-rise building body of wall is determined according to this distribution, and then top rail plate is connected with bottom rail beam slab by topological reinforcing rib, between two header boards, rule fills the energy-saving material with heat-insulating property, and is being incubated fill concrete LIFT outside fill area.By adopting method of topological optimization design to design topological reinforcing rib, and adopting heat insulating energy saving material and concrete delamination fill method, efficiently solving the conspicuous contradiction between the filling of external wall of high-rise building body of wall energy-saving material with structures under wind anti-seismic performance.

Description

A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib
Technical field
The utility model relates to a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib.
Background technology
According to national standard " GB50352 civilian construction design general rule ", the formal definition of highrise building be " housing construction of more than 10 layers and 10 layers and building height be greater than 24m other civilian construction (not containing individual layer public building) ".According to this standard, the most of building in urban area all belongs to highrise building, and these buildings in the design process, all lessly consider windproof shockproof factor, its reason is to adopt the means such as liquid-spring unit, quality adjustment damper, active suspension system, undonded prestressed concrete and laminates bearing to add building costs, thus lowers the windproof shake-proof ability of highrise building.Even if in the initial design stage, the antidetonation Wind Resistant Calculation of highrise building is also abnormal numerous and diverse, such as: under geological process, the lateral displacement of RC shear wall every layer can not exceed 1/1000th (otherwise this one deck easily fractures in earthquake) of floor height, the maximum some displacement of every one deck horizontal movement can not exceed every layer of average displacement 1.5 times (otherwise during earthquake, highrise building is easily distorted at this layer), post wall ratio of axial compressive force to axial compressive ultimate capacity of section can not excessive (otherwise in earthquake easily crush), beam column can not overreinforced, and bracing members stress can not be excessive etc.The adjustment of these parameters makes whole Modeling Calculation process and loaded down with trivial details.On the other hand; High-rise Building Energy Saving is the important component part of China's energy conservation; for realizing High-rise Building Energy Saving; by being employing shale ceramisite concrete building-block, structural clay tile and solid brick combined wall and clay solid brick or hollow brick rock wool sandwich composition walling etc.; these measures existing problems are more, effectively can not solve the conspicuous contradiction between the energy-conservation of highrise building and structures under wind antidetonation.Then there is shock resistance difference in the light external insulation combined wall of current employing, easily loose, with structural member in conjunction with bad, and the shortcomings such as globality difference.On this basis, researcher proposes the design scheme of multiple outer wall body and achieves a large amount of achievements in research (as number of patent application 200610009643,201010143680.4,201210314618.6,201410176349.0 etc.).But, contradiction between the filling of the energy-saving material of body of wall and the wind resistance anti-seismic performance of structure is crucial technical problem urgently to be resolved hurrily in High-rise Building Energy Saving field all the time, how to design the study hotspot that novel High-rise Building Energy Saving type outer wall body structure is High-rise Building Energy Saving field.
Summary of the invention
The purpose of this utility model is the deficiency in order to overcome existing High-rise Building Energy Saving type outer wall body structures under wind anti-seismic technology, provides a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib.
The utility model solves the technical scheme that its technical problem adopts: a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib, this structure forms primarily of top rail plate (2), heat insulating energy saving material packed layer (3), topological reinforcing rib (4), concrete lift (5) and bottom rail beam slab (6).Wherein topological reinforcing rib material is building iron, and its ordering in concrete lift is drawn by reinforcing rib topological diagram (Fig. 1).
The beneficial effects of the utility model: 1. top rail plate (2) is connected with bottom rail beam slab (6) by topological reinforcing rib (4); 2. between liang upper, lower horizontal beam slab, rule fills the energy-saving material (3) with heat-insulating property, to realize the heat preservation energy-saving of outer wall body; 3. fill concrete LIFT (5) outside insulation fill area.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is further illustrated.
Fig. 1 under wind load and oscillating load effect, by adopting the distribution map of stiffener in outer wall body that draw of Topology Optimization Method.
Fig. 2 has the Novel high-rise building energy conservation type outer wall body structural representation of stiffener and energy-saving thermal insulation layer.
In figure: 2. top rail plate, 3. heat insulating energy saving material packed layer, 4. topological reinforcing rib, 5. concrete lift, 6. bottom rail beam slab.
Detailed description of the invention
The utility model relates to a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib.
Shown in schematic diagram 1, under wind load and oscillating load effect, by adopting Topology Optimization Method to draw the distribution situation of reinforcing rib in external wall of high-rise building body of wall, and in this, as the design considerations of building iron distribution shape in outer wall body.
Shown in schematic diagram 2, reinforcing rib topological optimization structure distribution (1) according to schematic diagram 1, top rail (2) is connected with bottom rail beam slab (6) by topological reinforcing rib (4), for external wall of high-rise building body of wall provides braced structures needed for opposing wind load and oscillating load.Between upper and lower two header boards, rule fills the energy-saving material (3) with heat-insulating property, and filling shape can select square-section property to turn, and also suitably can be improved according to customer demand, realizes the heat preservation energy-saving of outer wall body.Fill concrete LIFT (5) outside energy-saving heat preserving fill area.

Claims (2)

1. one kind has the High-rise Building Energy Saving type outer wall body structure of topological reinforcing rib, it is characterized in that: under wind load and oscillating load acting in conjunction, by adopting Topology Optimization Method to draw the distribution situation of reinforcing rib in external wall of high-rise building body of wall (1), and in this, as the design considerations of building iron structure composition form in external wall of high-rise building body of wall.
2. a kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib according to claim 1, it is characterized in that: top rail plate (2) is connected with bottom rail beam slab (6) by topological reinforcing rib (4), between upper, lower horizontal beam slab, rule fills the energy-saving material (3) with heat-insulating property, fill concrete LIFT (5) outside filled thermal insulation materials region.
CN201420844833.1U 2014-12-18 2014-12-18 A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib Expired - Fee Related CN204435596U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420844833.1U CN204435596U (en) 2014-12-18 2014-12-18 A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420844833.1U CN204435596U (en) 2014-12-18 2014-12-18 A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib

Publications (1)

Publication Number Publication Date
CN204435596U true CN204435596U (en) 2015-07-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420844833.1U Expired - Fee Related CN204435596U (en) 2014-12-18 2014-12-18 A kind of High-rise Building Energy Saving type outer wall body structure with topological reinforcing rib

Country Status (1)

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CN (1) CN204435596U (en)

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EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150701

Termination date: 20151218