CN201258539Y - Antivibration thermal insulation building block - Google Patents
Antivibration thermal insulation building block Download PDFInfo
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- CN201258539Y CN201258539Y CNU2008200700085U CN200820070008U CN201258539Y CN 201258539 Y CN201258539 Y CN 201258539Y CN U2008200700085 U CNU2008200700085 U CN U2008200700085U CN 200820070008 U CN200820070008 U CN 200820070008U CN 201258539 Y CN201258539 Y CN 201258539Y
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- 238000009413 insulation Methods 0.000 title abstract description 31
- 238000011534 incubation Methods 0.000 claims 2
- 239000011810 insulating material Substances 0.000 claims 1
- 238000004321 preservation Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000004513 sizing Methods 0.000 claims 1
- 238000010626 work up procedure Methods 0.000 claims 1
- 239000004927 clay Substances 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 11
- 229910000831 Steel Inorganic materials 0.000 abstract description 10
- 239000004567 concrete Substances 0.000 abstract description 10
- 239000010959 steel Substances 0.000 abstract description 10
- 239000011449 brick Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 9
- 239000007787 solid Substances 0.000 abstract description 7
- 239000006260 foam Substances 0.000 abstract description 6
- 229920002635 polyurethane Polymers 0.000 abstract description 6
- 239000004814 polyurethane Substances 0.000 abstract description 6
- 239000012774 insulation material Substances 0.000 abstract description 3
- 229920000728 polyester Polymers 0.000 abstract description 3
- 239000004576 sand Substances 0.000 abstract description 3
- 230000002209 hydrophobic effect Effects 0.000 abstract description 2
- 239000000853 adhesive Substances 0.000 abstract 2
- 230000001070 adhesive effect Effects 0.000 abstract 2
- 238000005187 foaming Methods 0.000 abstract 2
- 239000011083 cement mortar Substances 0.000 abstract 1
- 239000003292 glue Substances 0.000 abstract 1
- 238000005452 bending Methods 0.000 description 5
- 239000010802 sludge Substances 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000003245 coal Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
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- 206010035148 Plague Diseases 0.000 description 1
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- 230000007812 deficiency Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004992 fission Effects 0.000 description 1
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- 238000012423 maintenance Methods 0.000 description 1
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- 239000011368 organic material Substances 0.000 description 1
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- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
抗震保温砌块主要是设计建造保温建筑墙体采用有工字形边肋,施浆面有安放钢筋的凹槽,中间带有可以充填保温材料的保温腔、保温腔外围带空气腔、空气腔与空气腔之间带芯柱腔的三排上下透孔小型空心砌块,同体积重量不高于实心粘土砖,抗冻、抗渗、抗折、抗压强度高于实心粘土砖不用砂土作集料制造的憎水混凝土空心承重砌块。砌墙体的粘接剂采用高强度、不收缩、低膨胀的胶凝材料替代水泥砂浆用自动注胶器施工,墙体保温采用聚酯型聚氨酯硬泡现场直接注入外墙体砌块中间的保温腔内发泡一次成型,利用聚酯型聚氨酯硬泡超强的粘接力和发泡涨力将外墙体砌块无接缝牢牢地粘成了一体,而且施工简便,外形美观、物美价廉、坚固耐用。
The anti-seismic thermal insulation block is mainly designed and constructed with an I-shaped side rib for the wall of the thermal insulation building, a groove for placing steel bars on the grouting surface, a thermal insulation cavity in the middle that can be filled with thermal insulation materials, an air cavity around the thermal insulation cavity, and an air cavity with a Three rows of upper and lower through-hole small hollow blocks with core column cavities between the air chambers, the weight of the same volume is not higher than that of solid clay bricks, and its frost resistance, impermeability, flexural resistance, and compressive strength are higher than that of solid clay bricks without sand. Hydrophobic concrete hollow load-bearing blocks made of aggregates. The adhesive of the wall is constructed with a high-strength, non-shrinking, low-expansion cementitious material instead of cement mortar with an automatic glue injector. The wall insulation is directly injected into the middle of the outer wall block on site by polyester polyurethane hard foam. The foaming in the insulation cavity is molded at one time, and the outer wall blocks are firmly bonded together without joints by using the super strong adhesive force and foaming force of polyester polyurethane hard foam, and the construction is simple, the appearance is beautiful, Inexpensive, sturdy and durable.
Description
技术领域 technical field
本实用新型涉及建筑领域,特别是提供一种综合成本低廉,施工简单快捷,综合性能优良的抗震保温砌块。The utility model relates to the field of construction, in particular to provide an anti-seismic and thermal insulation block with low comprehensive cost, simple and fast construction and excellent comprehensive performance.
背景技术 Background technique
我国传统砖混建筑结构一般使用实心粘土砖做墙体,框架结构采用轻质加气混凝土砌块做填充墙体,由于制做实心粘土砖要浪费大量土地资源,我国国情是人多地少,土地是不可再生的稀缺资源,现在国家已明令禁止使用实心粘土砖,允许使用空心粘土砖和加气混凝土砌块,由于空心粘土砖肋壁薄,加气混凝土强度差,以致握钉力弱,在此种材料砌筑的墙体上做的保温层存在很大的安全隐患,耐久性一直是困扰其发展的瓶颈。The traditional brick-concrete building structure in my country generally uses solid clay bricks as the wall, and the frame structure uses lightweight aerated concrete blocks as the filling wall. Because making solid clay bricks will waste a lot of land resources, the national conditions of our country are that there are many people and little land. Land is a non-renewable and scarce resource. Now the country has banned the use of solid clay bricks, allowing the use of hollow clay bricks and aerated concrete blocks. Due to the thin ribs of hollow clay bricks and the poor strength of aerated concrete, the nail holding power is weak. The insulation layer made on the wall made of this material has great potential safety hazards, and durability has always been a bottleneck that plagues its development.
实用新型内容 Utility model content
本实用新型是针对上述背景技术中存在的不足提供一种优质节能低成本的抗震保温砌块。The utility model aims at providing a high-quality, energy-saving and low-cost anti-seismic heat-insulation block aiming at the deficiencies in the above-mentioned background technology.
本实用新型解决其技术问题所采用的技术方案是:The technical scheme that the utility model solves its technical problem adopts is:
抗震保温砌块不使用黏土、砂土、石子做集料,使用烧结陶粒、粉煤灰、建筑垃圾、化工和造纸企业沉淀污泥、江河污泥、炉渣、煤矸石等可再生的资源做成的有工字形边肋,施浆面有安放钢筋的凹槽,中间带有可以充填保温材料聚氨酯硬泡的保温腔、保温腔外围带空气腔、空气腔与空气腔之间带有可浇注胶凝材料的芯柱腔的三排上下透孔小型空心砌块。同体积重量远低于实心粘土砖,抗冻、抗渗、抗折、抗压强度远高于实心粘土砖符合国家标准的憎水蒸压三排空心透孔轻质抗震保温砌块。Earthquake-resistant thermal insulation blocks do not use clay, sand, and stones as aggregates, but use renewable resources such as sintered ceramsite, fly ash, construction waste, chemical and paper industry sedimentation sludge, river sludge, slag, and coal gangue. It has I-shaped side ribs, a groove for placing steel bars on the grouting surface, an insulation cavity in the middle that can be filled with polyurethane hard foam insulation material, an air cavity around the insulation cavity, and a pourable cavity between the air cavity and the air cavity. Three rows of small hollow blocks with upper and lower through holes in the core column cavity of the cementitious material. The weight of the same volume is much lower than that of solid clay bricks, and its frost resistance, impermeability, flexural resistance, and compressive strength are much higher than that of solid clay bricks. The hydrophobic autoclaved three-row hollow through-hole lightweight anti-seismic thermal insulation block meets the national standard.
采用这种抗震保温砌块建造房屋不仅大大减少了粘土、砂土、水泥等材料的用量,同样也减少了工作量,更确保了质量。由于这种抗震保温砌块除保温空腔外还有空气腔,所以防水、保温、隔音效果非常好。如果需要做饰面,内、外墙面不需粉墙找平可以直接施工;由于墙基外表面与保温层之间被砌块空气腔隔断,所以另做的外墙饰面不论采用何种材料都不会在饰面发生集热效应。各种管线不需预埋管道,直接利用空气腔敷设即可。采用抗震保温砌块砌筑的墙体属于装配整体剪力墙结构,每个砌块内部有竖向钢筋混凝土芯柱和水平横拉钢筋,墙体钢筋混凝土占总墙体10~30%。其特点一是芯柱和凹槽内的钢筋布满了整个墙体,配筋密度大没有受拉区和受压区之分,墙体强度远远大于房屋阴角、阳角设计的带混凝土抗震构造柱的墙体,建筑整体强度也大于传统的框架结构。传统的普通钢筋混凝土结构抗拉力有余,抗折弯力不足,抗震保温砌块砌筑的墙体承受的都是拉力,抗折弯力由其相对应钢筋的拉力承担,由于钢筋的抗拉强度远远大于其抗折强度,所以墙体内仅需配细钢筋抗拉即可,这样大大节约了粗钢筋用量;二是密集的配筋像屏蔽网一样阻断了电磁波的辐射,减少了电磁波对人体的危害;三是楼板采用整体浇筑和墙体成为一体,地震时墙体在地震水平作用下呈压弯受力,由于楼板和墙体是一个整体,整个结构有着良好的延伸性和整体性,该墙体与传统剪力墙相比弹性模量低更具柔性,遇到强地震具有吸收地震波良好的耗能能力,抗震余量大,抗震保温砌块和钢筋共同作用可达到抗压、抗拉、抗弯、抗剪最高值,符合“小震不坏、中震可修、大震不倒”的结构防震水准,因而具有非常优异的抗震性能。由于剪力墙结构造价昂贵,所以我国一般只在高层建筑±0以下的地下室作基础使用,高层建筑±0以上采用框架结构,一般建筑采用砖混结构。由于传统的建筑结构遇到房屋基础不均匀沉降会造成梁、柱的受拉区和受压区变化使墙体裂缝,采用抗震保温砌块砌筑的墙体属于装配整体剪力墙结构遇到房屋基础不均匀沉降墙体和楼板也不会开裂,所以一般的砖混结构不需设计混凝土抗震构造柱和圈梁,从而避免了构造柱间小墙垛的设计难题,也减小了墙体的平面外弯矩。使用这种方法建造房屋省时、省工、省力、省料,效果好强度高,社会容易接受。虽说高密度聚酯型聚氨酯硬泡和聚合物胶凝材料价格昂贵,可施工大都是机械化操作,自动化程度高,用人工少,没有原材料浪费,所以建造总成本远低于传统剪力墙结构和框架结构,也不会超过普通砖混结构保温房屋设计建造的总预算,而且施工简便,外形美观、物美价廉、坚固耐用;是集保温、防水、防火、隔音、粘接、抗地震、抗洪水、抗冻融、抗裂变、抗老化、抗风揭、抗辐射、安全性能、整体性能均优良且后期无需维修。该抗震保温砌块既适用建造低层建筑的承重墙体,也适用建造高层建筑的填充墙体。特别适用地震、洪涝灾区重建。Building houses with this kind of anti-seismic thermal insulation block not only greatly reduces the amount of clay, sand, cement and other materials, but also reduces the workload and ensures the quality. Because this anti-seismic thermal insulation block also has an air cavity in addition to the thermal insulation cavity, the waterproof, thermal insulation and sound insulation effects are very good. If decoration is required, the interior and exterior walls can be directly constructed without plastering and leveling; since the outer surface of the wall base and the insulation layer are separated by the air cavity of the block, no matter what material is used for the exterior wall decoration No heat collecting effect will occur on the finish. All kinds of pipelines do not need to be embedded, and can be laid directly by using the air cavity. The wall built with anti-seismic and thermal insulation blocks belongs to the assembled integral shear wall structure, and each block has a vertical reinforced concrete core column and horizontal transverse tension steel bars inside, and the reinforced concrete of the wall accounts for 10-30% of the total wall. Its characteristic is that the steel bars in the core column and the groove cover the entire wall, the density of the reinforcement is high, there is no distinction between the tension area and the compression area, and the wall strength is far greater than that of the house with concrete at the inner and outer corners. The walls of the earthquake-resistant structural columns, the overall strength of the building is also greater than the traditional frame structure. The traditional ordinary reinforced concrete structure has more than enough tensile strength and insufficient bending resistance. The wall made of anti-seismic insulation blocks bears all the tensile force, and the bending resistance is borne by the tensile force of its corresponding steel bar. Due to the tensile force of the steel bar The strength is far greater than its flexural strength, so the wall only needs to be equipped with thin steel bars for tensile strength, which greatly saves the amount of thick steel bars; second, the dense reinforcement blocks the radiation of electromagnetic waves like a shielding net, reducing the The harm of electromagnetic waves to the human body; the third is that the floor is integrated with the wall by integral pouring. During the earthquake, the wall is under the bending force under the earthquake level. Since the floor and the wall are a whole, the whole structure has good extensibility and Integrity, compared with the traditional shear wall, the wall has a lower elastic modulus and is more flexible. It has a good energy dissipation capacity to absorb seismic waves in strong earthquakes, and has a large earthquake resistance margin. The joint action of anti-seismic insulation blocks and steel bars can achieve The highest values of compressive, tensile, bending, and shearing resistance meet the structural shockproof level of "not damaged by small earthquakes, repairable by moderate earthquakes, and not collapsed by large earthquakes", so it has very excellent seismic performance. Due to the high cost of the shear wall structure, it is generally only used as a foundation in the basement of high-rise buildings below ± 0, high-rise buildings above ± 0 adopt frame structures, and general buildings adopt brick-concrete structures. Due to the uneven settlement of the building foundation in the traditional building structure, the tension zone and compression zone of the beam and column will change and the wall will crack. Walls and floor slabs will not crack even if the foundation of the house settles unevenly, so the general brick-concrete structure does not need to design concrete seismic structural columns and ring beams, thereby avoiding the design problems of small wall stacks between structural columns and reducing the size of the wall. out-of-plane bending moment. Using this method to build a house saves time, labor, labor and materials, has good effect and high strength, and is easily accepted by the society. Although high-density polyester polyurethane rigid foam and polymer cementitious materials are expensive, most of the construction is mechanized, with a high degree of automation, less labor and no waste of raw materials, so the total construction cost is far lower than traditional shear wall structures and The frame structure will not exceed the total budget for the design and construction of ordinary brick-concrete structure thermal insulation houses, and the construction is simple, beautiful in appearance, high in quality and low in price, and durable; it is a combination of thermal insulation, waterproof, fireproof, sound insulation, bonding, earthquake resistance, and flood resistance. Water resistance, freeze-thaw resistance, fission resistance, aging resistance, wind resistance, radiation resistance, safety performance, and overall performance are all excellent and no later maintenance is required. The anti-seismic thermal insulation block is not only suitable for building load-bearing walls of low-rise buildings, but also suitable for building filling walls of high-rise buildings. It is especially suitable for earthquake and flood disaster area reconstruction.
附图说明 Description of drawings
下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1为砌块示意图。Figure 1 is a schematic diagram of the block.
图2为结构示意图。Figure 2 is a schematic diagram of the structure.
其中1为砌块,2为保温腔,3为聚氨酯硬泡,4为空气腔,5为芯柱腔,Among them, 1 is the block, 2 is the insulation cavity, 3 is the polyurethane rigid foam, 4 is the air cavity, 5 is the core column cavity,
6为凹槽,7为胶凝材料。6 is a groove, and 7 is a gelling material.
具体实施方式 Detailed ways
实施例:将烧结陶粒、粉煤灰、建筑垃圾、化工和造纸企业沉淀污泥、江河污泥、炉渣、煤矸石等可再生的资源按照材料配合比制成如图1所示的有工字形边肋,施浆面有安放钢筋的凹槽【6】,中间带有可以充填保温材料的保温腔【2】、保温腔【2】外围带空气腔【4】、空气腔【4】与空气腔【4】之间带芯柱腔【5】的三排上下透孔小型空心砌块。如图【2】所示将砌块【1】按设计轴线摆正位置把砌块平面凹槽【6】注满胶凝材料【7】,然后错缝放置好上一层对齐空气腔【4】,在保温腔【2】中注满聚氨酯硬泡【3】、在芯柱腔【5】内注满胶凝材料【7】。Embodiment: Renewable resources such as sintered ceramsite, fly ash, construction waste, chemical industry and papermaking enterprise sedimentation sludge, river sludge, slag, coal gangue, etc. are made into the organic material shown in Figure 1 according to the material mix ratio. Glyph side ribs, the grouting surface has a groove [6] for placing steel bars, a thermal insulation cavity [2] that can be filled with thermal insulation material in the middle, an air cavity [4] on the periphery of the thermal insulation cavity [2], and an air cavity [4] with Three rows of small hollow blocks with upper and lower through holes between the air chambers [4] with stem chambers [5]. As shown in Figure [2], put the block [1] in the right position according to the design axis, fill the plane groove [6] of the block with the cementitious material [7], and then place the upper layer in a staggered seam to align the air cavity [4] ], fill the polyurethane rigid foam [3] in the insulation cavity [2], and fill the gel material [7] in the core column cavity [5].
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2008200700085U CN201258539Y (en) | 2008-04-04 | 2008-04-04 | Antivibration thermal insulation building block |
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2008200700085U CN201258539Y (en) | 2008-04-04 | 2008-04-04 | Antivibration thermal insulation building block |
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| CN201258539Y true CN201258539Y (en) | 2009-06-17 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831962A (en) * | 2010-04-02 | 2010-09-15 | 宁波大学 | External wall thermal insulation method for building |
| CN102777040A (en) * | 2012-07-27 | 2012-11-14 | 中山建华墙体材料有限公司 | An installation process of an inner partition wall of a double-wall panel with a staggered seam and an inner partition wall of a double-wall panel |
| CN107476468A (en) * | 2017-09-08 | 2017-12-15 | 滨州盛华实业集团有限公司 | A kind of building block assembled heat insulation composite wall body structure |
-
2008
- 2008-04-04 CN CNU2008200700085U patent/CN201258539Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831962A (en) * | 2010-04-02 | 2010-09-15 | 宁波大学 | External wall thermal insulation method for building |
| CN101831962B (en) * | 2010-04-02 | 2011-11-16 | 宁波大学 | External wall thermal insulation method for building |
| CN102777040A (en) * | 2012-07-27 | 2012-11-14 | 中山建华墙体材料有限公司 | An installation process of an inner partition wall of a double-wall panel with a staggered seam and an inner partition wall of a double-wall panel |
| CN107476468A (en) * | 2017-09-08 | 2017-12-15 | 滨州盛华实业集团有限公司 | A kind of building block assembled heat insulation composite wall body structure |
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