CN106639174B - One kind insulation damping roof system - Google Patents
One kind insulation damping roof system Download PDFInfo
- Publication number
- CN106639174B CN106639174B CN201610957729.7A CN201610957729A CN106639174B CN 106639174 B CN106639174 B CN 106639174B CN 201610957729 A CN201610957729 A CN 201610957729A CN 106639174 B CN106639174 B CN 106639174B
- Authority
- CN
- China
- Prior art keywords
- layer
- roof system
- upside
- open
- sandwich board
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
- E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本发明涉及一种保温减震屋盖。保温减震屋盖能够吸收地震能量,减小层间位移及加速度反应等结构地震反应;该屋盖内置稻草板保温层,具有轻质、高强、阻燃性好、隔音效果好及导热系数低等特点;保温减震屋盖中的NES振子能够减小地震作用引起的剪力键、柱节点局部破坏。本发明能有效解决结构地震反应大,节点震害严重的问题,保证结构体系具有良好的抗震性能。
The invention relates to a thermal insulation and shock absorption roof. The thermal insulation and shock absorbing roof can absorb earthquake energy and reduce the structural seismic response such as interstory displacement and acceleration response; the roof has a built-in insulation layer of straw board, which has light weight, high strength, good flame retardancy, good sound insulation effect and low thermal conductivity and other characteristics; the NES vibrator in the thermal insulation and shock absorption roof can reduce the local damage of shear keys and column joints caused by earthquake action. The invention can effectively solve the problems of large structural seismic response and severe seismic damage of joints, and ensure that the structural system has good anti-seismic performance.
Description
技术领域:Technical field:
本发明涉及一种保温减震屋盖,属于工程结构减震领域及工程节能减排领域。The invention relates to a thermal insulation and shock absorption roof, which belongs to the fields of engineering structure shock absorption and engineering energy saving and emission reduction.
背景技术:Background technique:
现有屋面保温材料采用聚苯板等,其保温性能不理想且防火性能差,常因为施工不当导致聚苯板燃烧,造成巨大的经济损失和人员伤亡,市场亟待出现一种既轻质高强,又能防止火灾发生的屋面保温材料。加入稻草板的保温减震屋盖由于阻燃性能好、导热系数低的特点,解决了当前屋面保温性能差的弊端。Existing roof insulation materials use polystyrene boards, etc., which have unsatisfactory thermal insulation performance and poor fireproof performance. The polystyrene boards are often burned due to improper construction, causing huge economic losses and casualties. The market urgently needs a light-weight, high-strength, It is also a roof insulation material that can prevent fires. The heat-insulation and shock-absorbing roof with straw board has good flame retardancy and low thermal conductivity, which solves the disadvantages of poor heat preservation performance of the current roof.
现有的钢筋混凝土框架结构,因为抗侧刚度较小,在地震作用下结构顶点位移及结构顶层加速度反应较大,不仅限制了框架结构向高层方向发展的步伐,而且使居住在顶层的舒适度下降,为了解决上述问题,利用非线性减震器作为层间减震器,迅速俘获地震优势频率并发生类共振,将地震能量转移并消耗,减轻结构地震反应及震害。若顶部安装有空腹夹层板屋盖,则非线性减震器还将起到保护剪力键及柱节点,避免通过剪力键及柱节点的塑性破坏消耗地震能量导致整体屋盖的破坏,更大程度的减轻屋顶地震反应。The existing reinforced concrete frame structure, because of the small lateral stiffness, the top displacement of the structure and the acceleration response of the top floor of the structure are relatively large under the action of earthquakes, which not only limits the development of the frame structure to the high-rise direction, but also makes living on the top floor more comfortable. In order to solve the above problems, the nonlinear shock absorber is used as the interstory shock absorber to quickly capture the dominant frequency of the earthquake and generate a quasi-resonance, transfer and consume the seismic energy, and reduce the seismic response and earthquake damage of the structure. If there is an empty-web sandwich panel roof installed on the top, the nonlinear shock absorber will also protect the shear keys and column joints, avoiding the damage of the overall roof due to the consumption of seismic energy through the plastic failure of the shear keys and column joints, and the greater Minimize the seismic response of the roof.
发明内容:Invention content:
本发明的目的是提供一种保温减震屋盖。The object of the present invention is to provide a thermal insulation and shock absorption roof.
上述的目的通过以下的技术方案实现:Above-mentioned purpose realizes by following technical scheme:
一种保温减震屋盖,其组成包括:1、涂料保护层,2、防水卷材,3、水泥砂浆找平层,4、加入阻燃剂的稻草板保温层,5、混凝土找坡层,6、空腹夹层板屋盖结构层,7、空腹夹层板屋盖上肋,8、空腹夹层板屋盖剪力键,9、硅胶层,10、空腹夹层板屋盖下肋,11、减震器钢滑道,12、非线性减震器振子。空腹夹层板屋盖下肋预埋螺栓孔,减震器钢滑道下侧与空腹夹层板屋盖下肋上侧通过螺栓连接;加入阻燃剂的稻草板保温层下侧与混凝土找坡层通过硅酮结构胶粘贴,加入阻燃剂的稻草板保温层上侧应刷界面剂后浇筑水泥砂浆找平层。A heat-insulating and shock-absorbing roof, which comprises: 1. paint protection layer, 2. waterproof coiled material, 3. cement mortar leveling layer, 4. straw board insulation layer added with flame retardant, 5. concrete slope layer, 6. The structure layer of the hollow sandwich panel roof, 7. The upper rib of the hollow sandwich panel roof, 8. The shear key of the hollow sandwich panel roof, 9. The silica gel layer, 10. The lower rib of the hollow sandwich panel roof, 11. The steel slideway of the shock absorber , 12. Non-linear shock absorber vibrator. Bolt holes are pre-buried in the lower rib of the hollow sandwich panel roof, and the lower side of the steel slideway of the shock absorber is connected with the upper side of the lower rib of the hollow sandwich panel roof by bolts; Paste with ketone structural adhesive, add interface agent on the upper side of the straw board insulation layer with flame retardant, and then pour cement mortar leveling layer.
这个技术方案有以下有益效果:This technical solution has the following beneficial effects:
在水平地震作用下,保温减震屋盖能够吸收地震能量,减小结构顶点位移,减小顶层地震加速度反应,减轻结构震害。Under the action of horizontal earthquakes, the thermal insulation and shock-absorbing roof can absorb seismic energy, reduce the displacement of the top of the structure, reduce the seismic acceleration response of the top floor, and reduce the structural damage.
2、保温减震屋盖中的加入阻燃剂的稻草板保温层具有轻质(350kg/m)、高强、隔音效果好(厚度58mm时30dB)及导热系数低(0.116W/m.K)等特点,可以达到冬暖夏凉的保温隔热隔音效果。2. The insulation layer of straw board with flame retardant added in the thermal insulation and shock absorption roof has the characteristics of light weight (350kg/m), high strength, good sound insulation effect (30dB when the thickness is 58mm) and low thermal conductivity (0.116W/m.K). , can achieve the effect of thermal insulation and sound insulation that is warm in winter and cool in summer.
3、采用空腹夹层板屋盖时,可以减小由于地震作用引起的剪力键、柱节点局部破坏,保证结构体系具有良好的抗震性能。3. When the hollow sandwich panel roof is used, the local damage of shear keys and column joints caused by earthquakes can be reduced, and the structural system has good seismic performance.
4、本发明对建筑层数没有限制,但有下述适用条件4. The present invention has no limit to the number of building floors, but the following conditions apply
(1)大跨度楼盖体系或空腹夹层板屋盖(1) Long-span floor system or hollow sandwich panel roof
(2)框架结构或框架-剪力墙结构。(2) Frame structure or frame-shear wall structure.
附图说明:附图1是本产品的结构示意图。附图标记说明如下:Description of drawings: Attached drawing 1 is a schematic diagram of the structure of this product. The reference signs are explained as follows:
1、涂料保护层,2、防水卷材,3、水泥砂浆找平层,4、加入阻燃剂的加入阻燃剂的稻草板保温层,5、混凝土找坡层,6、空腹夹层板屋盖结构层,7、空腹夹层板屋盖上肋,8、空腹夹层板屋盖剪力键,9、硅胶层,10、空腹夹层板屋盖下肋,11、减震器钢滑道,12、非线性减震器振子。1. Coating protection layer, 2. Waterproof membrane, 3. Cement mortar leveling layer, 4. Straw board insulation layer with flame retardant added, 5. Concrete slope layer, 6. Hollow sandwich panel roof structure Layer, 7. Upper rib of fasting sandwich panel roof, 8. Shear force key of fasting sandwich panel roof, 9. Silicone layer, 10. Lower rib of fasting sandwich panel roof, 11. Shock absorber steel slideway, 12. Non-linear shock absorption vibrator.
具体实施方式:detailed description:
实施例1:Example 1:
一种保温减震屋盖,其内容包括,空腹夹层板屋盖是由钢筋混凝土整体浇筑的上部屋盖结构,空腹夹层板屋盖下肋10上侧两端与空腹夹层板屋盖剪力键8下侧相连,空腹夹层板屋盖剪力键8上侧与空腹夹层板屋盖上肋7下侧相连,空腹夹层板屋盖上肋7上侧与空腹夹层板屋盖结构层6下侧相连,空腹夹层板屋盖结构层6上侧浇筑混凝土找坡层5,混凝土找坡层5上侧通过硅酮结构胶粘贴加入阻燃剂的稻草板保温层4,加入阻燃剂的稻草板保温层4上侧浇筑水泥砂浆找平层3,水泥砂浆找平层3上侧满铺防水卷材2,防水卷材2上侧涂刷涂料保护层1;减震器钢滑道11下侧与空腹夹层板屋盖下肋10上侧通过螺栓连接减震器钢滑道11,减震器钢滑道11半圆形凹槽上侧与非线性减震器振子12下表面凸槽相连接,减震器钢滑道11两侧空腹夹层板屋盖剪力键内侧对称粘贴硅胶层9。A heat-insulating and shock-absorbing roof, which includes the following: the hollow sandwich panel roof is an upper roof structure integrally poured with reinforced concrete; Connected, the upper side of the shear key 8 of the hollowed sandwich panel roof is connected with the lower side of the upper rib 7 of the hollowed sandwich panel roof, the upper side of the upper rib 7 of the hollowed sandwich panel roof is connected with the lower side of the structural layer 6 of the hollowed sandwich panel roof, and the structure of the hollowed sandwich panel roof Concrete slope finding layer 5 is poured on the upper side of layer 6, and the upper side of concrete slope finding layer 5 is pasted with silicone structural adhesive to the straw board insulation layer 4 added with flame retardant, and cement is poured on the upper side of the straw board insulation layer 4 added with flame retardant Mortar leveling layer 3, the upper side of cement mortar leveling layer 3 is covered with waterproof coiled material 2, and the upper side of waterproof coiled material 2 is painted with paint protection layer 1; the lower side of the shock absorber steel slideway 11 and the lower rib 10 of the hollow sandwich panel roof The side is connected to the shock absorber steel slideway 11 by bolts, the upper side of the shock absorber steel slideway 11 semicircular groove is connected with the convex groove on the lower surface of the nonlinear shock absorber vibrator 12, and the two sides of the shock absorber steel slideway 11 A silica gel layer 9 is symmetrically pasted on the inner side of the roof shear key of the fasting sandwich panel.
实施例2:Example 2:
上述保温减震屋盖,首先进行钢筋混凝土空腹夹层板屋盖结构施工,空腹夹层板屋盖下肋10、空腹夹层板屋盖剪力键8、空腹夹层板屋盖上肋7及空腹夹层板屋盖结构层6钢筋绑扎完成并与柱钢筋可靠连接成一体,后将模板支撑在钢筋外部并保证足够厚度的保护层厚度,整体浇筑混凝土,待强度达到28天强度后,再进行屋面各层铺设;铺设至加入阻燃剂的稻草板保温层4时,应将混凝土找坡层5上侧应干燥,并经过处理达到平整、干净,再将硅酮结构胶涂刷在混凝土找坡层5上,粘贴之前应对硅酮结构胶和加入阻燃剂的稻草板保温层4做相容性侧试,合格后方可将加入阻燃剂的稻草板保温层4粘贴在混凝土找坡层5上侧,相邻稻草板之间应错缝拼接;加入阻燃剂的稻草板保温层4上侧应做界面处理,保证加入阻燃剂的稻草板保温层不受外部水分侵害,在加入阻燃剂的稻草板保温层4上侧涂刷界面剂,待干燥后进行水泥砂浆找平层3浇筑,加入阻燃剂的稻草板保温层4在制作时应添加30%防火阻燃剂;与此同时,将减震器钢滑道11通过螺栓固定在空腹夹层板屋盖下肋10上侧,螺栓应不妨碍上侧非线性减震器振子12正常工作,非线性减震器振子12下侧半圆形突起应安装在减震器钢滑道11上侧半圆形凹槽内,硅胶层9粘贴在空腹夹层板屋盖剪力键8侧面(非线性减震器振子一侧),减震器钢滑道11上表面光滑,但摩擦力不为零,当地震作用时,非线性减震器振子12在减震器钢滑道11上表面左右移动,空腹夹层板屋盖剪力键8限制非线性减震器振子12的振动范围。For the above-mentioned thermal insulation and shock absorbing roof, the reinforced concrete hollow sandwich panel roof structure construction is first carried out, the hollow sandwich panel roof lower rib 10, the hollow sandwich panel roof shear key 8, the hollow sandwich panel roof upper rib 7 and the hollow sandwich panel roof structure layer 6 After the steel bar binding is completed and reliably connected with the column steel bar, the formwork is supported on the outside of the steel bar and a sufficient thickness of the protective layer is ensured, and the concrete is poured as a whole. After the strength reaches the strength of 28 days, each layer of the roof is laid; For the flame retardant straw board insulation layer 4, the upper side of the concrete slope layer 5 should be dried and treated to make it smooth and clean, and then the silicone structural adhesive should be painted on the concrete slope layer 5, and the surface should be dealt with before pasting. The silicone structural adhesive and the straw board insulation layer 4 added with flame retardant are tested for compatibility. The upper side of the straw board insulation layer 4 added with flame retardant should be interface treated to ensure that the straw board insulation layer added with flame retardant is not damaged by external moisture, and the straw board insulation layer added with flame retardant 4 Brush the interface agent on the upper side, and pour the cement mortar leveling layer 3 after drying, and add 30% fire retardant and flame retardant to the straw board insulation layer with flame retardant; at the same time, the shock absorber steel The slideway 11 is fixed on the upper side of the lower rib 10 of the hollow sandwich panel roof by bolts. The bolts should not hinder the normal operation of the vibrator 12 of the upper nonlinear damper. The semicircular protrusion on the lower side of the vibrator 12 of the nonlinear damper should be installed In the semicircular groove on the upper side of the steel slideway 11 of the shock absorber, the silicone layer 9 is pasted on the side of the shear key 8 of the hollow sandwich plate roof (on the vibrator side of the nonlinear shock absorber), and the upper surface of the steel slideway 11 of the shock absorber is smooth , but the friction force is not zero. When the earthquake acts, the nonlinear damper vibrator 12 moves left and right on the upper surface of the damper steel slideway 11, and the hollow sandwich plate roof shear key 8 limits the nonlinear damper vibrator 12. vibration range.
工作过程描述:Description of working process:
上述的保温减震屋盖中空腹夹层板下肋与减震器钢滑道需要螺栓可靠连接。The lower rib of the hollow sandwich panel in the above-mentioned thermal insulation and shock absorption roof needs to be reliably connected by bolts to the steel slideway of the shock absorber.
保温减震屋盖冬季供暖时,由于空腹夹层板屋盖结构层下侧温度较高,钢筋混凝土材料的结构层导热系数较高,导致热量短时间内顺利通过结构层和找坡层,热量到达加入阻燃剂的稻草板保温层下表面,由于稻草板导热系数较小,使得热量在短时间内不会传递至加入阻燃剂的稻草板保温层上表面;反之,夏季由于室外温度较高,外部热量不会经由屋盖大量进入室内。When the thermal insulation and shock absorbing roof is heated in winter, due to the high temperature of the lower side of the roof structure layer of the hollow sandwich panel, the thermal conductivity of the structural layer of the reinforced concrete material is relatively high, resulting in heat passing through the structural layer and the slope layer in a short time, and the heat reaches the input The lower surface of the straw board insulation layer with flame retardant, due to the small thermal conductivity of the straw board, the heat will not be transferred to the upper surface of the straw board insulation layer added with flame retardant in a short time; on the contrary, due to the high outdoor temperature in summer, External heat does not enter the room in large quantities through the roof.
当发生地震作用时,非线性减震器振子在减震器钢滑道限定范围内左右振动,非线性减震器振子在地震来临瞬间俘获地震优势频率,并与地震作用形成类共振,消耗大量地震能量;通过两侧硅胶层及钢滑道还可以消耗部分地震能量,防止整体结构吸收全部输入的地震能量,减小结构地震反应,减轻结构震害。When an earthquake occurs, the vibrator of the nonlinear shock absorber vibrates left and right within the limited range of the steel slideway of the shock absorber. Seismic energy; through the silica gel layer on both sides and the steel slideway, part of the seismic energy can also be consumed to prevent the overall structure from absorbing all the input seismic energy, reduce the structural seismic response, and reduce structural seismic damage.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610957729.7A CN106639174B (en) | 2016-11-03 | 2016-11-03 | One kind insulation damping roof system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610957729.7A CN106639174B (en) | 2016-11-03 | 2016-11-03 | One kind insulation damping roof system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106639174A CN106639174A (en) | 2017-05-10 |
| CN106639174B true CN106639174B (en) | 2017-11-10 |
Family
ID=58821727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610957729.7A Expired - Fee Related CN106639174B (en) | 2016-11-03 | 2016-11-03 | One kind insulation damping roof system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639174B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130730A (en) * | 2017-05-16 | 2017-09-05 | 成都振中电气有限公司 | A kind of heat-preserving building wallboard |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1231368A (en) * | 1999-03-26 | 1999-10-13 | 杨绍林 | High thermal-insulation and energy-saving upside-down waterproof layer and building method thereof |
| CN101435252A (en) * | 2008-06-10 | 2009-05-20 | 哈尔滨鸿盛房屋节能体系研发中心 | Industry and civil energy-saving building roof composite board |
| JP2009203613A (en) * | 2008-02-26 | 2009-09-10 | Takenaka Komuten Co Ltd | Vibration control floor structure |
| CN201593162U (en) * | 2010-01-20 | 2010-09-29 | 中交第一公路勘察设计研究院有限公司 | Nonlinear damping spoke shock absorption and isolation support |
| CN102493584A (en) * | 2011-11-18 | 2012-06-13 | 傅礼铭 | Seismic-reducing floor slab with cavities |
| CN205243121U (en) * | 2015-12-30 | 2016-05-18 | 山东科技大学 | A isolation bearing that is used for large -span steel room to cover |
-
2016
- 2016-11-03 CN CN201610957729.7A patent/CN106639174B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1231368A (en) * | 1999-03-26 | 1999-10-13 | 杨绍林 | High thermal-insulation and energy-saving upside-down waterproof layer and building method thereof |
| JP2009203613A (en) * | 2008-02-26 | 2009-09-10 | Takenaka Komuten Co Ltd | Vibration control floor structure |
| CN101435252A (en) * | 2008-06-10 | 2009-05-20 | 哈尔滨鸿盛房屋节能体系研发中心 | Industry and civil energy-saving building roof composite board |
| CN201593162U (en) * | 2010-01-20 | 2010-09-29 | 中交第一公路勘察设计研究院有限公司 | Nonlinear damping spoke shock absorption and isolation support |
| CN102493584A (en) * | 2011-11-18 | 2012-06-13 | 傅礼铭 | Seismic-reducing floor slab with cavities |
| CN205243121U (en) * | 2015-12-30 | 2016-05-18 | 山东科技大学 | A isolation bearing that is used for large -span steel room to cover |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106639174A (en) | 2017-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Abuelnuor et al. | Improving indoor thermal comfort by using phase change materials: A review | |
| CN204983225U (en) | Wall structure | |
| CN207376869U (en) | The high fireproof thermal insulation wall board of flexible connection | |
| CN106639174B (en) | One kind insulation damping roof system | |
| CN206267349U (en) | A building structure that prevents the thermal bridge effect on the wall surface and prevents moisture on the ground | |
| CN207363100U (en) | A kind of novel energy-conserving wall | |
| CN205502368U (en) | Heat preservation wallboard gives sound insulation convenient to externally mounted | |
| CN201232270Y (en) | Fire-proof and thermal insulation curtain wall | |
| Wi et al. | Novel exterior insulation finishing: Enhancing building energy efficiency and flame-retardancy through thermal storage and fire propagation prevention | |
| CN205475901U (en) | An inorganic lightweight composite thermal insulation integrated exterior wall hanging board system | |
| AU2014213798A1 (en) | Method of insulating a building | |
| CN201334744Y (en) | Heat-preservation and fireproof wall panel | |
| CN205369593U (en) | Fire prevention sound insulation heat preservation antidetonation wall body | |
| CN209277343U (en) | A kind of multi-functional complex heat-preservation exempts to tear exterior sheathing open | |
| CN209293233U (en) | A high-efficiency thermal insulation building wall | |
| CN103835377A (en) | Thermal-insulating fireproof structure of floor slab deformation joint | |
| CN202108131U (en) | Building energy-saving wall body of a steel structure | |
| CN202347725U (en) | Novel heat-preserving and sound-insulation composite wall board | |
| CN206495342U (en) | Building structure | |
| CN205637661U (en) | Multilayer lightweight steel construction villa | |
| CN205369564U (en) | Composite insulation board | |
| Nagruzova et al. | Thermal efficient panels on a wooden frame for quickly erectable low-rise buildings | |
| CN204152124U (en) | A kind of composite thermal insulation decorative board | |
| CN204491991U (en) | Armouring integration body of wall | |
| JP6499435B2 (en) | Outer insulation and fireproof outer wall structure of wooden building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171110 Termination date: 20181103 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |