CN101538903B - Prefabricated heat preservation wall body - Google Patents
Prefabricated heat preservation wall body Download PDFInfo
- Publication number
- CN101538903B CN101538903B CN2009100494265A CN200910049426A CN101538903B CN 101538903 B CN101538903 B CN 101538903B CN 2009100494265 A CN2009100494265 A CN 2009100494265A CN 200910049426 A CN200910049426 A CN 200910049426A CN 101538903 B CN101538903 B CN 101538903B
- Authority
- CN
- China
- Prior art keywords
- wall
- concrete
- wall panel
- thermal insulation
- steel bars
- 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
- 238000004321 preservation Methods 0.000 title abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000009413 insulation Methods 0.000 claims description 53
- 239000003566 sealing material Substances 0.000 claims description 6
- 239000004795 extruded polystyrene foam Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 description 8
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 7
- 239000011151 fibre-reinforced plastic Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
Landscapes
- Building Environments (AREA)
Abstract
Description
技术领域technical field
本发明属于土木工程技术领域,具体涉及一种预制保温墙体。The invention belongs to the technical field of civil engineering, and in particular relates to a prefabricated thermal insulation wall.
背景技术Background technique
我国建筑总面积以每年15%~20%的速度递增,而建筑在建造和使用过程中直接消耗的能源占全社会总耗能的30%以上,并呈继续上升趋势,国家和地方的“十一五”建设规划中均将建筑节能作为主要的节能建设目标之。在建筑节能这个复杂的系统工程中,维护结构节能是该系统工程最重要的部分。The total building area in my country is increasing at a rate of 15% to 20% per year, and the energy directly consumed by buildings in the process of construction and use accounts for more than 30% of the total energy consumption of the whole society, and continues to rise. The national and local "ten In the first five-year construction plan, building energy conservation is regarded as one of the main energy-saving construction goals. In the complex system engineering of building energy saving, maintaining structure energy saving is the most important part of the system engineering.
作为主要的建筑维护结构,现有的预制保温墙体虽然比传统单一材料墙体具有更好的热工性能,但同样存在不足之处。国内开发的保温墙体连接件通常采用金属格构筋,在连接部位易产生冷热桥,降低墙体保温效果;金属连接筋抗腐蚀性和耐久性差,使墙体在使用过程中造成潜在的安全隐患。国外虽有部分开发的预制保温墙体,其连接件采用纤维增强塑料来取代金属材料以降低冷热桥效应,提高连接件的耐腐蚀性和耐久性,但连接件在墙体中采用同一方向布置,使连接件在墙体平面两方向不能充分发挥其受力性能,且墙体内外两片混凝土墙板在端部无其它构造措施,在使用过程中易使两片墙在端部产生错动缝隙,使湿气渗入墙体中间EPS保温层降低其保温效果。As the main building maintenance structure, although the existing prefabricated thermal insulation wall has better thermal performance than the traditional single material wall, it also has shortcomings. The thermal insulation wall connectors developed in China usually use metal lattice bars, which are prone to hot and cold bridges at the joints and reduce the wall insulation effect; the metal connecting bars have poor corrosion resistance and durability, causing potential damage to the wall during use. Security risks. Although there are some prefabricated thermal insulation walls developed abroad, the connectors are made of fiber-reinforced plastics instead of metal materials to reduce the thermal bridge effect and improve the corrosion resistance and durability of the connectors, but the connectors are in the same direction in the wall. Arrangement, so that the connectors cannot fully exert their mechanical performance in the two directions of the wall plane, and there are no other structural measures at the ends of the two concrete wall panels inside and outside the wall, which will easily cause the two walls to be misaligned at the ends during use. Move the gap, so that moisture can penetrate into the EPS insulation layer in the middle of the wall to reduce its insulation effect.
发明内容Contents of the invention
本发明的目的在于提供一种传热系数低、保温隔热性及抗腐蚀性能好、施工速度快的预制保温墙体。The purpose of the present invention is to provide a prefabricated thermal insulation wall with low heat transfer coefficient, good thermal insulation and corrosion resistance, and fast construction speed.
本发明提出的预制保温墙体,由保温层2、混凝土内墙板3、混凝土外墙板4和FRP连接件组成,混凝土内墙板3内设有内墙板内纵向布置钢筋5和内墙板内横向布置钢筋6、混凝土外墙板4内设有外墙板内纵向布置钢筋7和外墙板内横向布置钢筋8,FRP连接件呈“工”字型结构,由腹板9和翼缘10组成,翼缘10有两个,分别位于腹板9两端;保温层2位于混凝土内墙板3与混凝土外墙板4之间,保温层2内设有孔槽,孔槽采用纵横交错布置,FRP连接件插入该孔槽内;保温墙体的端部设有连接筋12,该连接筋12呈U型结构,该连接筋12的两端分别插入混凝土外墙板4和混凝土内墙板3内。The prefabricated thermal insulation wall body proposed by the present invention is composed of
本发明中,混凝土内墙板3和混凝土外墙板的端部设有XPS泡沫层11。In the present invention, an
本发明中,两个相邻的保温墙体对应开有半圆形凹槽,半圆形凹槽内设置棒条14,保温墙体端部的其余部位通过防水密封材料层13连接。In the present invention, two adjacent thermal insulation walls are correspondingly provided with semicircular grooves, and
本发明中,两个翼缘10分别锚固于混凝土内墙板3和混凝土外墙板4内。In the present invention, the two
本发明中,所述保温层2采用EPS保温层。In the present invention, the
本发明中,所述棒条14采用聚苯乙烯材料。In the present invention, the
本发明施工时先铺设内层混凝土墙体模板,并铺设外层墙体的纵向和横向布置钢筋,浇筑外层混凝土外墙板至外层墙体厚度;然后在其上方铺设保温层2,保温层2应开设事先定位的交错布置的连接件孔槽,开设孔槽的面积应略大于“工”字型连接件的翼缘面积;在连接件两侧腹板和翼缘的空隙处填充保温块,将FRP连接件插入保温层预设孔槽处;在保温层2上铺设内层混凝土墙体钢筋并浇筑混凝土至位置。During the construction of the present invention, the inner concrete wall template is first laid, and the longitudinal and transverse reinforcement bars of the outer wall are laid, and the outer concrete outer wall board is poured to the thickness of the outer wall;
为使墙体连接件在两个方向都能充分发挥其受力性能,连接件采用纵横交错布置于墙体保温层中,保温层预留事先定位的纵横交错布置的连接件孔槽,孔槽开洞应略大于连接件外尺寸,以便布置“工”字型连接件。纵横交错的间距由连接件与两侧混凝土墙板的锚固强度和预制保温墙体的受力大小来决定。In order to enable the wall connectors to fully exert their mechanical performance in both directions, the connectors are arranged in a criss-cross pattern in the wall insulation layer, and the insulation layer reserves pre-positioned criss-cross connector hole slots. The opening should be slightly larger than the outer dimension of the connecting piece, so as to arrange the "I" shaped connecting piece. The criss-cross spacing is determined by the anchor strength of the connectors and the concrete wall panels on both sides and the stress of the prefabricated thermal insulation wall.
为了避免内外层墙体在平面外荷载作用及在墙体端部由于室内外温度差而产生的“热弯曲”效应而引起的相对错动,加强墙体边缘内外层混凝土墙板的整体作用,在墙体边缘的内外层混凝土板间连接U型纤维增强塑料连接筋。In order to avoid the relative displacement caused by the out-of-plane load of the inner and outer walls and the "thermal bending" effect at the end of the wall due to the temperature difference between indoor and outdoor, and strengthen the overall effect of the inner and outer concrete wall panels on the edge of the wall, U-shaped fiber reinforced plastic connecting bars are connected between the inner and outer concrete slabs at the edge of the wall.
两片墙体连接时,在每片墙体的外部混凝土墙板端部预留有半圆形凹槽,其内放置防水型棒条,在棒条外部用防水密封材料将两片墙的缝隙堵死。防止外部雨水渗入墙体内部。When the two walls are connected, a semicircular groove is reserved at the end of the external concrete wall panel of each wall, and a waterproof rod is placed in it, and the gap between the two walls is sealed with a waterproof sealing material on the outside of the rod. blocked. Prevent external rainwater from seeping into the interior of the wall.
本发明的有益效果在于:The beneficial effects of the present invention are:
(1)本发明采用“工”字型FRP连接件连接,腹板承受墙体平面内的水平剪力与平面外弯矩作用,翼缘锚固于混凝土板中起到防止两片墙体剥离,提高墙体的整体性的作用。为了防止翼缘于腹板连接根部断裂,翼缘采用变截面,增大翼缘根部面积。(1) The present invention uses "I"-shaped FRP connectors to connect, the web bears the horizontal shear force in the plane of the wall and the bending moment outside the plane, and the flange is anchored in the concrete slab to prevent the two walls from peeling off. Improve the integrity of the wall. In order to prevent the flange from breaking at the root of the web connection, the flange adopts a variable cross-section to increase the area of the flange root.
(2)本发明的FRP连接件在墙体中布置方式为纵横交错布置。墙体受平面外荷载(风荷载和地震荷载)作用时,连接件受到弯剪复合作用,由于连接件在形心两轴方向的截面惯性距不同,连接件平面设置方向对连接件的受力性能存在较大影响。试验表明,纵横交错布置连接件能够充分发挥其受力性能,上下层混凝土墙板在两个方向与连接件的滑移很小,此布置方式可以提高墙体的整体受力性能。(2) The FRP connectors of the present invention are arranged in a criss-cross arrangement in the wall. When the wall is subjected to out-of-plane loads (wind loads and earthquake loads), the connectors are subject to combined bending and shearing. Since the moments of inertia of the connectors are different in the direction of the two axes of the centroid, the force on the connectors in the plane setting direction of the connectors is There is a big impact on performance. The test shows that the criss-cross arrangement of connectors can give full play to its mechanical performance, and the upper and lower concrete wall panels have little slippage with the connectors in two directions. This arrangement can improve the overall mechanical performance of the wall.
(3)墙体端部采用U型纤维增强塑料连接筋,加强墙体边缘内外层混凝土墙板的整体作用,避免在墙体端部在平面外荷载作用和由于室内外温度差而产生的“热弓”效应而产生错动。(3) U-shaped fiber-reinforced plastic connecting ribs are used at the end of the wall to strengthen the overall effect of the inner and outer concrete wall panels on the edge of the wall, and to avoid the "out-of-plane load" at the end of the wall and the "indoor and outdoor temperature difference" The "hot bow" effect produces misalignment.
(4)本发明“工”字型FRP连接件以及U型纤维增强塑料连接筋降低了墙体的传热系数,实现了一种集墙体承载和保温功能于一体的新型预制维护结构,该墙体具有整体保温效果好,耐久性好、施工速度快等特点。同时,由于使用纤维增强塑料替代传统金属连接材料,使其自重减轻,降低建筑物的基础建造费用。(4) The "I"-shaped FRP connector and the U-shaped fiber reinforced plastic connecting bar of the present invention reduce the heat transfer coefficient of the wall, and realize a new type of prefabricated maintenance structure integrating the wall bearing and heat preservation functions. The wall has the characteristics of good overall thermal insulation effect, good durability and fast construction speed. At the same time, due to the use of fiber-reinforced plastics instead of traditional metal connection materials, its own weight is reduced and the basic construction cost of the building is reduced.
附图说明Description of drawings
图1为本发明预制保温墙体结构示意图((a)为墙体立面图,(b)为A-A剖面图,(c)为B-B剖面图)。Fig. 1 is a schematic diagram of the prefabricated thermal insulation wall structure of the present invention ((a) is a wall elevation, (b) is an A-A sectional view, and (c) is a B-B sectional view).
图2为“工”字型FRP连接件构造图。Figure 2 is a structural diagram of the "I"-shaped FRP connector.
图3为FRP连接件在预制保温墙体中的设置构造图。Fig. 3 is a structural diagram of the arrangement of FRP connectors in the prefabricated thermal insulation wall.
图4为墙体端部及墙体连接构造图。Figure 4 is a structural diagram of the end of the wall and the connection of the wall.
图中标号:1为FRP连接件,2为保温层,3为混凝土内墙板,4为混凝土外墙板,5为内墙板内纵向布置钢筋,6为内墙板内横向布置钢筋,7为外墙板内纵向布置钢筋,8为外墙板内横向布置钢筋,9为腹板,10为翼缘,11为XPS泡沫层,12为连接筋,13为防水密封材料层,14为棒条。Numbers in the figure: 1 is the FRP connector, 2 is the insulation layer, 3 is the concrete inner wall panel, 4 is the concrete outer wall panel, 5 is the longitudinal arrangement of steel bars in the inner wall panel, 6 is the horizontal arrangement of steel bars in the inner wall panel, 7 8 is the horizontal arrangement of steel bars in the exterior wall panel, 9 is the web, 10 is the flange, 11 is the XPS foam layer, 12 is the connecting bar, 13 is the waterproof sealing material layer, and 14 is the rod strip.
具体实施方式Detailed ways
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
实施例1:预制保温墙体主要由保温层2、混凝土内墙板3、混凝土外墙板4、内墙板内纵向布置钢筋5、内墙板内横向布置钢筋6、外墙板内纵向布置钢筋7、外墙板内横向布置钢筋8组成。内墙板内纵向布置钢筋5和内墙板内横向布置钢筋6分布于混凝土内墙板3内,外墙板内纵向布置钢筋7和外墙板内横向布置钢筋8分布于混凝土外墙板4内。FRP连接件呈“工”字型结构,由腹板9和翼缘10组成,翼缘10有两个,分别位于腹板9两端,两个翼缘10分别锚固于混凝土内墙板3和混凝土外墙板4内。保温层2采用EPS保温板,位于混凝土内墙板3与混凝土外墙板4之间,保温层2内设有孔槽,孔槽采用纵横交错布置,FRP连接件插入该孔槽内;保温墙体的端部设有连接筋12,该连接筋12呈U型结构,该连接筋12的两端分别插入混凝土外墙板4和混凝土内墙板3内。混凝土内墙板3和混凝土外墙板4端部设置有XPS泡沫层11。两个相邻的保温墙体对应开有半圆形凹槽,半圆形凹槽内设置棒条14,棒条14采用聚苯乙烯材料,保温墙体的其余部位通过防水密封材料层13连接密封。Example 1: The prefabricated thermal insulation wall is mainly composed of
墙体制作时先铺设混凝土外墙板模板并铺设外墙板内纵向布置钢筋7和外墙板内横向布置钢筋8,安装U型纤维增强塑料制的连接筋12,浇筑外层混凝土墙体至外层墙体厚度;然后在其上方铺设EPS保温层2,保温层2应预留事先定位的交错布置的FRP连接件1孔槽,孔槽间距一般为400~600cm,孔槽面积略于FRP连接件1的横截面积;将FRP连接件1插入保温层2纵横布置的孔槽中;在保温层2上铺设混凝土内纵向布置钢筋5和混凝土内横向布置钢筋6,并浇筑混凝土至位置。在墙体边缘的内外侧混凝土板间连接U型纤维增强塑料连接筋12,连接筋12深入混凝土层长度可取300mm,间距可取500mm。混凝土内墙板3和混凝土外墙板4端部设置有XPS泡沫层11。两片墙体连接时,在每片墙体的外部混凝土墙板端部预留有半圆形凹槽,其内放置防水型的棒条14,在棒条14外部用防水密封材料层13将两片墙的缝隙堵死。防止外部雨水渗入墙体内部。When the wall is made, the concrete outer wall panel formwork is laid first, the longitudinally arranged
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100494265A CN101538903B (en) | 2009-04-16 | 2009-04-16 | Prefabricated heat preservation wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100494265A CN101538903B (en) | 2009-04-16 | 2009-04-16 | Prefabricated heat preservation wall body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101538903A CN101538903A (en) | 2009-09-23 |
| CN101538903B true CN101538903B (en) | 2010-08-18 |
Family
ID=41122278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100494265A Expired - Fee Related CN101538903B (en) | 2009-04-16 | 2009-04-16 | Prefabricated heat preservation wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101538903B (en) |
Families Citing this family (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101914959A (en) * | 2010-08-24 | 2010-12-15 | 张吉华 | Precast concrete inside heat insulation wall body |
| CN102505778B (en) * | 2011-11-09 | 2014-04-16 | 同济大学 | Precast concrete thermal insulating wall sandwiched with aluminum foils |
| CN102691361A (en) * | 2012-06-01 | 2012-09-26 | 苏州金楠新能源墙体工程有限公司 | Environment-friendly outer wall and construction method thereof |
| CN103031901B (en) * | 2012-12-19 | 2017-02-01 | 清华大学建筑设计研究院有限公司 | Connector with insulating type structure |
| CN103015559B (en) * | 2012-12-19 | 2017-02-01 | 清华大学建筑设计研究院有限公司 | Rigid-connection connector of sandwich shear wall structure |
| CN104120798A (en) * | 2013-04-25 | 2014-10-29 | 上海启鹏工程材料科技有限公司 | Prefabricated concrete sandwich thermal-insulating wall and manufacturing method thereof |
| CN104060716A (en) * | 2014-06-24 | 2014-09-24 | 山东万斯达建筑工业化研究院有限公司 | Connecting rod for sandwich composite wall panel |
| CN104594525B (en) * | 2015-01-27 | 2016-08-31 | 王新强 | Composite thermo-insulating wall board heat-preserving wall system integrated with building structure and construction technology |
| CN104863285B (en) * | 2015-04-30 | 2018-05-08 | 苏州莱富仕建材科技有限公司 | A kind of heat-preserving decorating wall and its construction method |
| CN105178503B (en) * | 2015-06-05 | 2018-01-02 | 中国十七冶集团有限公司 | A kind of prefabricated strap-on insulation wallboard |
| CN105178472B (en) * | 2015-10-19 | 2017-11-17 | 哈尔滨鸿盛房屋节能体系研发中心 | The sandwich heat-insulating wall structure of EPS modules |
| CN105971189A (en) * | 2016-06-17 | 2016-09-28 | 安徽宝业建工集团有限公司 | Precast concrete sandwich cladding wall panel provided with ribs |
| CN106193375A (en) * | 2016-08-01 | 2016-12-07 | 中国十七冶集团有限公司 | The out-hung panel shear connector at winged angle |
| CN106401016A (en) * | 2016-11-30 | 2017-02-15 | 张晶廷 | Non-bearing light cavity wall poured with main body at the same time and construction method thereof |
| CN106760161A (en) * | 2016-12-23 | 2017-05-31 | 山东明达建筑科技有限公司 | A kind of precast wall panel |
| CN106894540A (en) * | 2017-03-16 | 2017-06-27 | 南昌大学 | A kind of FRP plate material and the sandwich thermal insulated assembled wall of regeneration concrete |
| CN108951938A (en) * | 2017-05-25 | 2018-12-07 | 贵州蓝图新材料股份有限公司 | Close rib wall with incubation and thermal insulation function |
| CN107165305A (en) * | 2017-07-19 | 2017-09-15 | 杨彩霞 | A kind of overall composite wall body structure of novel fabricated |
| CN107916748B (en) * | 2017-12-01 | 2024-07-16 | 山东省财金统筹城乡发展集团有限公司 | Hollow concrete inner wall board structure, manufacturing and assembling method |
| CN108252405B (en) * | 2018-03-30 | 2024-02-20 | 郑勤民 | Prefabricated steel-concrete cavity shear wall assembled building and construction method thereof |
| CN112135948B (en) * | 2018-05-17 | 2022-05-24 | Kcl设计顾问有限公司 | PPVC connector |
| CN109162374B (en) * | 2018-10-16 | 2024-06-14 | 中国建筑标准设计研究院有限公司 | Closed-mouth-shaped cross-section connecting piece, heat-insulating wall and construction method thereof |
| CN109594676A (en) * | 2018-11-23 | 2019-04-09 | 同济大学 | A kind of precast concrete sandwich heat preservation wallboard and exterior wall |
| CN109881706B (en) * | 2019-03-20 | 2025-01-07 | 中建海龙科技有限公司 | Hollow concrete partition wall in underground shopping mall |
| CN111851784A (en) * | 2020-08-05 | 2020-10-30 | 青岛九屋建筑安装有限公司 | Heat-insulation external wall integrated system and manufacturing method thereof |
| CN112609894A (en) * | 2021-01-11 | 2021-04-06 | 日照鼎立钢构股份有限公司 | Assembled integrated heat-insulating wall plate |
| CN115198960A (en) * | 2022-08-22 | 2022-10-18 | 山东时代塑胶有限公司 | Prefabricated cold-formed thin-walled steel reinforced concrete structure heat preservation integration exterior wall cladding and structure |
| CN116556552A (en) * | 2023-05-23 | 2023-08-08 | 中绎建设科技集团有限公司 | An embedded thermal insulation wall and frame connection structure and its construction method |
-
2009
- 2009-04-16 CN CN2009100494265A patent/CN101538903B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN101538903A (en) | 2009-09-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101538903A (en) | Prefabricated heat preservation wall body | |
| CN208430666U (en) | A kind of assembled wallboard | |
| CN105971189A (en) | Precast concrete sandwich cladding wall panel provided with ribs | |
| CN206956959U (en) | Light composite heat insulation outer wall plate | |
| CN202809892U (en) | Precast concrete self-insulating shear wall and assembly type concrete building shear wall structure | |
| CN205840058U (en) | High-performance vacuum insulation exterior-wall heat insulation template integrated combination wallboard | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN111980199B (en) | Broken bridge ultra-low energy consumption external wall panel and construction method thereof | |
| CN107386556B (en) | Lightweight composite thermal insulation exterior wall panel | |
| CN206752748U (en) | A kind of vertical connecting structure of fabricated shear wall | |
| CN205399731U (en) | Assembled reinforced concrete wall structure based on heat channel cuts off technique | |
| CN105735517A (en) | Assembly type reinforced concrete wall structure based on thermal bridge partition technology | |
| CN209958607U (en) | Heat preservation connection structure of prefabricated sandwich wallboard | |
| CN208996252U (en) | Elastic energy-consuming concrete prefabricated wallboard composite connecting piece | |
| CN215166894U (en) | Facing keeps warm and integrates two-sided superimposed shear wall | |
| CN209585340U (en) | Prefabricated sandwich insulation exterior wall with dry-hanging structure | |
| CN112627399A (en) | Low-energy-consumption assembly type steel formwork net frame cast-in-place concrete composite heat-insulation wall and connecting method | |
| CN207568062U (en) | Partial precast sandwich type wall panel and its wall body structure and building | |
| CN217232444U (en) | Waterproof node of assembled building gutter movement joint | |
| CN216689731U (en) | Cold and heat resistant bridge node for cantilever plate type component and building thereof | |
| CN201614676U (en) | Energy-saving and thermal insulation double-lattice external wall without cold bridge | |
| CN201433484Y (en) | Light steel truss cast-in-place lightweight solid composite wall | |
| CN109594676A (en) | A kind of precast concrete sandwich heat preservation wallboard and exterior wall | |
| CN107724596A (en) | Partial precast sandwich type wall panel and its wall body structure and building | |
| CN101871237A (en) | Exterior wall insulated structure and building method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20100818 Termination date: 20130416 |