CN201485965U - A new type of energy-saving building structure - Google Patents
A new type of energy-saving building structure Download PDFInfo
- Publication number
- CN201485965U CN201485965U CN2009201825701U CN200920182570U CN201485965U CN 201485965 U CN201485965 U CN 201485965U CN 2009201825701 U CN2009201825701 U CN 2009201825701U CN 200920182570 U CN200920182570 U CN 200920182570U CN 201485965 U CN201485965 U CN 201485965U
- Authority
- CN
- China
- Prior art keywords
- invisible
- energy
- thermal insulation
- building structure
- ribbed
- 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
Links
- 238000009413 insulation Methods 0.000 claims abstract description 35
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims abstract description 6
- 239000002440 industrial waste Substances 0.000 claims abstract description 5
- 239000000843 powder Substances 0.000 claims abstract description 5
- 239000002994 raw material Substances 0.000 claims abstract description 5
- 239000002699 waste material Substances 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
Images
Landscapes
- Building Environments (AREA)
Abstract
本实用新型公开了一种新型节能建筑结构,其包括由梁、柱和轻型保温砌块构成的墙体,以及浇筑于墙体顶部的钢筋混凝土楼板;梁为分别浇筑于各轻型保温砌块顶部的隐形密肋梁,柱为分别浇筑于各轻型保温砌块两端的隐形密肋柱。本实用新型的有益效果为:内外承重墙体都使用轻型保温砌块砌筑,并采用大框架内套小密肋框架的结构,梁和柱都包裹在保温砌块内,使外承重墙体具有很好的保温隔热性能。而且,大框架内套小密肋框架使结构的抗侧力刚度得到显著的改善,同时使结构的受力性能也得到明显的改善,使得一般框架结构以整体剪切变形为主进而变为以弯曲变形为主,减小了结构的整体变形,同时又不像剪力墙结构那样刚度过大而过分的吸引地震力。轻型保温砌块使用工业废渣及废弃石粉为主要原料制作,有利环保。
The utility model discloses a novel energy-saving building structure, which comprises a wall composed of beams, columns and light thermal insulation blocks, and a reinforced concrete floor slab poured on the top of the wall; The invisible densely ribbed beams and columns are invisible densely ribbed columns poured at both ends of each light thermal insulation block. The beneficial effects of the utility model are: both the inner and outer load-bearing walls are built with light thermal insulation blocks, and the structure of the small dense rib frame is adopted inside the large frame, and the beams and columns are wrapped in the thermal insulation blocks, so that the outer load-bearing wall has a strong Good thermal insulation performance. Moreover, the small dense rib frame inside the large frame has significantly improved the lateral stiffness of the structure, and at the same time, the mechanical performance of the structure has also been significantly improved, making the general frame structure dominated by overall shear deformation and then transformed into a Bending deformation is the main factor, which reduces the overall deformation of the structure, and at the same time, it is not as rigid as the shear wall structure and excessively absorbs the earthquake force. The light insulation block is made of industrial waste residue and waste stone powder as the main raw material, which is beneficial to environmental protection.
Description
技术领域technical field
本实用新型涉及土木工程领域,具体是一种新型节能建筑结构。The utility model relates to the field of civil engineering, in particular to a novel energy-saving building structure.
背景技术Background technique
研制和开发节能型建筑结构是国家建筑节能策略的需要,建筑结构是房屋建筑中的主体部分,是房屋建筑中的承载受力部分,是关系到人们的生命财产安全的关键技术。The research and development of energy-saving building structures is the need of the national building energy-saving strategy. Building structures are the main part of housing construction, the load-bearing part of housing construction, and the key technology related to the safety of people's lives and properties.
建筑结构有很多种,目前广泛应用的有混凝土结构(包括框架结构、剪力墙结构、框架剪力墙结构、筒体结构等)、各种钢结构、各种砌体结构及组合结构。这些传统的建筑结构使用的材料有混凝土、钢材、砖、石等,这些材料不具有保温隔热性质,所以导致传统的建筑结构的保温隔热性能很差,不符合国家建筑节能策略的需要,因此在一定程度上限制了传统建筑结构的应用。There are many kinds of building structures. At present, concrete structures (including frame structures, shear wall structures, frame shear wall structures, cylinder structures, etc.), various steel structures, various masonry structures and composite structures are widely used. The materials used in these traditional building structures include concrete, steel, brick, stone, etc. These materials do not have thermal insulation properties, so the thermal insulation performance of traditional building structures is very poor, which does not meet the needs of the national building energy conservation strategy. Therefore, the application of traditional building structures is limited to a certain extent.
实用新型内容Utility model content
本实用新型的目的是提供一种保温隔热性能和受力性能较好的新型节能建筑结构。The purpose of the utility model is to provide a new energy-saving building structure with better thermal insulation performance and stress performance.
本实用新型采用的技术方案为:一种新型节能建筑结构,包括由梁、柱和轻型保温砌块构成的墙体,以及浇筑于墙体顶部的钢筋混凝土楼板;上述梁为分别浇筑于各轻型保温砌块顶部的隐形密肋梁,上述柱为分别浇筑于各轻型保温砌块两端的隐形密肋柱。The technical scheme adopted by the utility model is: a new type of energy-saving building structure, including a wall composed of beams, columns and light insulation blocks, and a reinforced concrete floor poured on the top of the wall; The invisible densely ribbed beam on the top of the thermal insulation block, and the above-mentioned columns are invisible densely ribbed columns poured at both ends of each light thermal insulation block.
上述钢筋混凝土楼板为普通现浇钢筋混凝土楼板,钢筋混凝土楼板内根据需要设置有受力钢筋。The above-mentioned reinforced concrete floor slab is an ordinary cast-in-place reinforced concrete floor slab, and the reinforced concrete floor slab is provided with stressed steel bars as required.
上述各轻型保温砌块的两端沿竖直方向分别开设有半圆槽,相邻两块上述轻型保温砌块于竖直方向拼接成一个圆形槽,上述隐形密肋柱分别浇筑于此圆形槽内。The two ends of each of the above-mentioned light-duty thermal insulation blocks are respectively provided with semicircular grooves along the vertical direction, and two adjacent light-weight thermal insulation blocks are spliced into a circular groove in the vertical direction. in the slot.
上述各轻型保温砌块的顶部分别开设有沿水平方向的矩形槽,上述隐形密肋梁分别浇筑于此矩形槽内。Rectangular grooves along the horizontal direction are respectively opened on the tops of the above-mentioned light-duty thermal insulation blocks, and the above-mentioned invisible dense rib beams are poured in the rectangular grooves respectively.
上述隐形密肋柱内配有沿竖直方向的竖向受力钢筋。The above-mentioned invisible rib column is equipped with vertical stressed steel bars along the vertical direction.
上述隐形密肋柱在纵、横墙交接处加大竖向受力钢筋配筋量。The above-mentioned invisible densely ribbed column increases the amount of vertically stressed steel reinforcement at the junction of the longitudinal and transverse walls.
上述隐形密肋梁内配有沿水平方向的水平受力钢筋。The invisible ribbed beam is equipped with horizontally stressed steel bars along the horizontal direction.
上述隐形密肋梁在墙和楼板交接处加大水平受力钢筋配筋量。The above-mentioned invisible densely ribbed beam increases the amount of horizontally stressed steel reinforcement at the junction of the wall and the floor.
上述轻型保温砌块为使用工业废渣及废弃石粉为主要原料制作的加气混凝土节能砌块。The above-mentioned light-duty thermal insulation block is an energy-saving aerated concrete block made of industrial waste slag and waste stone powder as main raw materials.
本实用新型与现有技术相比的有益效果为:本实用新型中内外承重墙体都使用保温隔热性能良好的轻型保温砌块砌筑,因而外承重墙体具有很好的保温隔热性能。而且采用大框架内套小密肋框架所形成的结构,梁和柱都包裹(隐)在保温砌块内,避免了冷(热)桥的产生。而且,大框架内套小密肋框架使结构的抗侧力刚度得到显著的改善,同时使结构的受力性能也得到明显的改善,使得一般框架结构以整体剪切变形为主进而变为以弯曲变形为主,减小了结构的整体变形,同时又不像剪力墙结构那样刚度过大而过分的吸引地震力。施工时以砌块为模板,省去了支模工序,使得施工也更方便。Compared with the prior art, the utility model has the beneficial effects that: in the utility model, both the inner and outer load-bearing walls are built with light thermal insulation blocks with good thermal insulation performance, so the outer load-bearing wall has good thermal insulation performance . Moreover, the structure formed by the small dense rib frame inside the large frame is used, and the beams and columns are wrapped (hidden) in the thermal insulation blocks, which avoids the generation of cold (hot) bridges. Moreover, the small dense rib frame inside the large frame can significantly improve the lateral force stiffness of the structure, and at the same time, the mechanical performance of the structure has also been significantly improved, so that the general frame structure is dominated by overall shear deformation and then becomes a Bending deformation is the main factor, which reduces the overall deformation of the structure, and at the same time, it is not too rigid to attract earthquake force like a shear wall structure. The block is used as the template during construction, which saves the formwork process and makes the construction more convenient.
除此之外,本实用新型中的轻型保温砌块使用工业废渣及废弃石粉为主要原料制作,有利环保。In addition, the light-duty thermal insulation block in the utility model is made of industrial waste residue and waste stone powder as main raw materials, which is beneficial to environmental protection.
附图说明Description of drawings
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为本实用新型中轻型保温砌块的结构示意图;Fig. 2 is the structural representation of light-duty thermal insulation block in the utility model;
图3为本实用新型中相邻两块轻型保温砌块的拼接示意图。Fig. 3 is a splicing schematic diagram of two adjacent light-weight thermal insulation blocks in the utility model.
具体实施方式Detailed ways
本实用新型的一种新型节能建筑结构,如图1、图2、图3所示,包括复数块轻型保温砌块1、复数根隐形密肋柱2、复数根隐形密肋梁3和钢筋混凝土现浇楼板4,各轻型保温砌块1两端分别开设有沿竖直方向的半圆槽11,相邻两块轻型保温砌块1于竖直方向分别拼接成圆形槽10,隐形密肋柱2分别浇筑于各圆形槽10内。各轻型保温砌块1的顶部分别开设有沿水平方向的矩形槽12,隐形密肋梁3分别浇筑于此矩形槽12内。由轻型保温砌块1、隐形密肋柱2和隐形密肋梁3砌筑成墙体,钢筋混凝土现浇楼板4浇筑于此墙体的顶部。A new energy-saving building structure of the present utility model, as shown in Fig. 1, Fig. 2 and Fig. 3, includes a plurality of light
隐形密肋柱2内配有沿竖直方向的复数根竖向受力钢筋21,隐形密肋柱2在纵、横墙交接处加大竖向受力钢筋配筋量。The invisible densely ribbed
隐形密肋梁3内配有沿水平方向的复数根水平受力钢筋31,隐形密肋梁3在墙和楼板交接处加大水平受力钢筋配筋量。The invisible densely ribbed
轻型保温砌块1为使用工业废渣及废弃石粉为主要原料制作的加气混凝土节能砌块。The light-duty
加工时,首先将竖向钢筋21埋入基础,砌筑第一层轻型保温砌块1,配置第一层水平钢筋31,浇注第一层隐形密肋柱2和隐形密肋梁3混凝土,然后再砌筑第二层轻型保温砌块1,配置第二层水平钢筋31,浇注第二层隐形密肋柱2和隐形密肋梁3混凝土,以此类推,便形成墙体。最后在此墙体的顶部浇注钢筋混凝土现浇楼板4,便形成本实用新型的新型节能砌块隐形密框结构。During processing, first bury the
使用时,将本实用新型的新型节能建筑结构建成房屋抵抗自然力,供人们居住使用。When in use, the novel energy-saving building structure of the utility model is built into a house to resist natural forces for people to live in and use.
上述实施方式为本实用新型的一种实施方式,同时基于权利要求及其扩展所做出的实施方案均为本实用新型的保护范围。The above-mentioned implementation mode is an implementation mode of the present utility model, and at the same time, the implementation schemes based on the claims and their extensions are all within the protection scope of the present utility model.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201825701U CN201485965U (en) | 2009-08-11 | 2009-08-11 | A new type of energy-saving building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201825701U CN201485965U (en) | 2009-08-11 | 2009-08-11 | A new type of energy-saving building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201485965U true CN201485965U (en) | 2010-05-26 |
Family
ID=42424850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201825701U Expired - Fee Related CN201485965U (en) | 2009-08-11 | 2009-08-11 | A new type of energy-saving building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201485965U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953114A (en) * | 2014-05-08 | 2014-07-30 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforced masonry shear wall composite structure and construction method thereof |
| CN104631658A (en) * | 2014-09-19 | 2015-05-20 | 昆明理工大学 | Construction method of adobe wall suitable for seismic fortification high-seismic-intensity area and adobes |
| CN106894501A (en) * | 2017-03-14 | 2017-06-27 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
| CN110748037A (en) * | 2019-11-28 | 2020-02-04 | 华侨大学 | A kind of inner filling gypsum block load-bearing composite wallboard and its masonry method |
-
2009
- 2009-08-11 CN CN2009201825701U patent/CN201485965U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103953114A (en) * | 2014-05-08 | 2014-07-30 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforced masonry shear wall composite structure and construction method thereof |
| CN104631658A (en) * | 2014-09-19 | 2015-05-20 | 昆明理工大学 | Construction method of adobe wall suitable for seismic fortification high-seismic-intensity area and adobes |
| CN106894501A (en) * | 2017-03-14 | 2017-06-27 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
| CN110748037A (en) * | 2019-11-28 | 2020-02-04 | 华侨大学 | A kind of inner filling gypsum block load-bearing composite wallboard and its masonry method |
| CN110748037B (en) * | 2019-11-28 | 2024-07-26 | 华侨大学 | Bearing composite wallboard with internally filled gypsum blocks and masonry method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201206328Y (en) | Preform formwork of cast-in-place concrete rib floor | |
| CN104594561A (en) | Prefabricated reinforced concrete column with high-performance concrete frame and construction method | |
| CN101041981A (en) | Reinforcing bars building block short-limb masonry shear wall structure | |
| CN103306501B (en) | Energy-saving domestic architecture with cast-in-place industrial gypsum bearing wall and manufacturing method thereof | |
| CN103174252A (en) | Self-thermal-insulation earthquake-proof building block and application method | |
| CN104674987A (en) | Self-heat-preservation superposed shear wall structure and construction process | |
| CN211473051U (en) | Prestressed truss wallboard and wall body manufactured by using same | |
| CN207110165U (en) | A kind of prefabricated superimposed sheet of cast-in-place concrete for filling Cavity structural member | |
| CN207110167U (en) | One kind assembling flat close rib building roof of superposed type two dimension prestressing | |
| CN201485965U (en) | A new type of energy-saving building structure | |
| CN201495627U (en) | A gypsum-concrete mixed structure energy-saving residential building structure | |
| CN201485994U (en) | A new type of energy-saving composite load-bearing wall | |
| CN203270856U (en) | Building wall | |
| CN109057116A (en) | A kind of ultra-high performance concrete sandwich floor slab and its manufacturing method | |
| CN202466964U (en) | Composite cold bridge-free external wall panel with concrete close-column gypsum | |
| CN104775547A (en) | Multi-cavity L-shaped encased-steel plate shearing wall | |
| CN204456534U (en) | Self-insulation superimposed shear wall structure | |
| TWI820982B (en) | Modular load-bearing wall structure | |
| CN207348259U (en) | A kind of concrete filled steel tube and hollow steel bar combined concrete shear wall | |
| CN116950284A (en) | A steel tube concrete concealed column formwork shear wall and its construction method | |
| CN101818584A (en) | Heat preservation, lightning protection and earthquake proofing house | |
| CN104652280A (en) | One-time continuous forming and pouring method for ultralong post-poured fish ridge wall and ultralong fish ridge wall | |
| CN104264881A (en) | Magnesium cement lightweight aggregate concrete hollow box board | |
| CN204571006U (en) | A kind of prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding | |
| CN102425231A (en) | Reinforcement lightweight aggregate concrete flat beam structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20100526 Termination date: 20120811 |
