CN204456651U - Connecting device for reinforced wood-concrete composite beam - Google Patents
Connecting device for reinforced wood-concrete composite beam Download PDFInfo
- Publication number
- CN204456651U CN204456651U CN201520108347.8U CN201520108347U CN204456651U CN 204456651 U CN204456651 U CN 204456651U CN 201520108347 U CN201520108347 U CN 201520108347U CN 204456651 U CN204456651 U CN 204456651U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- wooden beam
- wooden
- wood
- concrete
- 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
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
本实用新型公开了一种增强木-混凝土组合梁的连接装置,包括混凝土板、木梁和外包钢板,所述木梁安装在混凝土板的下方,木梁的外周被外包钢板包裹,外包钢板在木梁的上表面有两条边弯折伸出,并且伸出部分嵌入混凝土板内部,木梁与外包钢板之间紧密贴合,贴合方式为:所述外包钢板伸出部分之间焊接或通过螺栓连接,或者木梁与外包钢板之间通过胶水连接或安装钉子。本实用新型在承载力不变的情况下,木梁体积变小而又增加了木梁与混凝土之间的连接作用,提高了整体性。本实用新型不仅可用于古旧木结构建筑修复与加固中,而且也可以大量使用在新建结构中。
The utility model discloses a connection device for reinforcing wood-concrete composite beams, which comprises a concrete slab, a wooden beam and an outsourcing steel plate, the wooden beam is installed under the concrete slab, the outer periphery of the wooden beam is wrapped by an outsourcing steel plate, and the outsourcing steel plate is Two sides of the upper surface of the wooden beam are bent and protruded, and the protruding part is embedded in the interior of the concrete slab, and the wooden beam and the outsourcing steel plate are closely bonded, and the bonding method is: welding or welding between the protruding parts of the outsourcing steel plate The connection is by bolts, or the connection between the wooden beam and the outer steel plate is connected by glue or nails. Under the condition of constant bearing capacity, the utility model reduces the volume of the wooden beam and increases the connection function between the wooden beam and the concrete, thereby improving the integrity. The utility model can not only be used in the restoration and reinforcement of old wooden structures, but also can be widely used in new structures.
Description
技术领域technical field
本实用新型涉及建筑工程中的连接结构,具体是指一种增强木-混凝土组合梁的连接装置。The utility model relates to a connection structure in construction engineering, in particular to a connection device for reinforcing wood-concrete composite beams.
背景技术Background technique
20世纪之前,木结构取材便利,价格便宜,是我国传统建筑的主要结构形式,并且至今仍有大量木结构的民居、桥梁、寺庙、楼塔、馆阁、衙署和牌坊等建筑留存,其绝对数量相当庞大。有些古建筑历经数千年的沧桑变迁,具有极高的文物、历史和艺术价值,因此加固修复损坏或濒危的古建筑具有极高的意义。Before the 20th century, the wood structure was the main structural form of traditional buildings in my country because of its convenient materials and low price. There are still a large number of wooden structures such as residential buildings, bridges, temples, towers, pavilions, government offices and archways. The absolute numbers are quite large. Some ancient buildings have gone through thousands of years of vicissitudes and have extremely high cultural relics, historical and artistic values. Therefore, it is of great significance to strengthen and repair damaged or endangered ancient buildings.
从20世纪80年代开始,随着生态人文思潮的传播,人们开始更多地关注建筑的生态和可持续发展。木材作为加工制造能耗低,可再生的天然建筑材料,再次得到人们的重视。木结构建筑具有施工快捷、结构简单、节能美观、抗震性能优越等优点。国际上历次地震灾害调查均表明,多数木结构房屋可以承受地震作用,没有造成倒塌和严重的人员伤亡。现有的木结构加固多数采用FRP材料,价格昂贵;涂防腐剂、刷漆等加固效果不理想。打栓钉、补钢板不仅破坏了原有的结构美感,也增加了施工程序和施工成本。Since the 1980s, with the spread of ecological humanistic thoughts, people began to pay more attention to the ecological and sustainable development of buildings. As a low energy consumption and renewable natural building material for processing and manufacturing, wood has once again gained people's attention. Wood structure buildings have the advantages of fast construction, simple structure, energy saving and beautiful appearance, and superior earthquake resistance. All previous earthquake disaster surveys in the world have shown that most wooden structures can withstand the earthquake without causing collapse and serious casualties. Most of the existing wooden structures are reinforced with FRP materials, which are expensive; the reinforcement effects of coating with preservatives and painting are not ideal. The bolting and repairing of steel plates not only destroys the original structural beauty, but also increases the construction procedure and construction cost.
木-混凝土组合结构是在木结构和混凝土结构的基础上发展起来的一种新型结构形式,木-混凝土组合结构中木-混凝土组合梁是其重要组成部分。试验研究表明,当木梁与混凝土板用可靠的剪力连接件连接起来共同作用时,抗弯承载力和抗弯刚度都有较大提高。而传统木混结构直接将混凝土板搁置在木梁上,这样做导致结构整体刚度变小,抗震性能变差,承载力降低等。Wood-concrete composite structure is a new type of structure developed on the basis of wood structure and concrete structure, and wood-concrete composite beam is an important part of wood-concrete composite structure. Experimental studies have shown that when wooden beams and concrete slabs are connected together with reliable shear connectors, the flexural bearing capacity and flexural rigidity are greatly improved. In traditional wood-concrete structures, the concrete slabs are placed directly on the wooden beams, which leads to a decrease in the overall rigidity of the structure, poor seismic performance, and reduced bearing capacity.
目前,木-混凝土组合结构在国外发展迅猛,不仅研究内容十分先进而广泛,而且研究成果也大量用于实际工程中。用于木梁与混凝土之间的剪力连接件是使木梁与混凝土形成整体、承载剪力,以能共同工作的关键部件。木-混凝土组合结构目前得到越来越多的重视与运用,但是现今很多研究还是集中于使木与混凝土之间形成整体的连接件上,木材本身考虑很少。At present, the wood-concrete composite structure is developing rapidly abroad. Not only the research content is very advanced and extensive, but also the research results are widely used in practical engineering. The shear connector used between the wooden beam and the concrete is a key component to make the wooden beam and the concrete form a whole, bear the shear force, and work together. Wood-concrete composite structures are getting more and more attention and application, but a lot of research is still focused on the joints that make the wood and concrete form a whole, and the wood itself is rarely considered.
从截面的合理性上可知,组合梁充分发挥了木梁与混凝土材料的作用,木梁受拉,混凝土受压。与钢筋混凝土梁相比,木-混凝土组合梁可以减轻自重、减小地震作用、便于施工、节省脚手架和模板、缩短施工周期。It can be seen from the rationality of the section that the composite beam fully exerts the effect of the wooden beam and the concrete material, the wooden beam is under tension, and the concrete is under compression. Compared with reinforced concrete beams, wood-concrete composite beams can reduce self-weight, reduce earthquake action, facilitate construction, save scaffolding and formwork, and shorten construction period.
国内最近几年对木相关组合结构研究也越来越多,但是木-混凝土组合结构研究较少,更谈不上大量应用了。分析原因主要是国内木材资源不充足。如图1、2所示,现有木-混凝土组合结构梁,包括混凝土板1、木梁2和栓钉6,主要存在以下问题。In recent years, there have been more and more studies on wood-related composite structures in China, but there are few studies on wood-concrete composite structures, let alone a large number of applications. The main reason for the analysis is insufficient domestic timber resources. As shown in Figures 1 and 2, the existing wood-concrete composite structural beams, including concrete slabs 1, wooden beams 2 and studs 6, mainly have the following problems.
1、刚度和强度相对较小,变形大,承载力较小;1. The rigidity and strength are relatively small, the deformation is large, and the bearing capacity is small;
2、水平抗剪能力较低;2. The horizontal shear resistance is low;
3、栓钉连接形成的整体性不够强;3. The integrity of the stud connection is not strong enough;
4、木梁相对跨度较小;4. The relatively small span of wooden beams;
5、体积较大;5. Larger volume;
6、施工程序相对繁琐;6. The construction procedure is relatively cumbersome;
7、木材浪费严重。7. The waste of wood is serious.
除以上不足外,木-混凝土组合梁对木材的要求也比较高,这样又限制了其他材性木材的应用,推广难度也相应增加。In addition to the above deficiencies, wood-concrete composite beams also have relatively high requirements for wood, which limits the application of other wood properties and increases the difficulty of popularization accordingly.
实用新型内容Utility model content
本实用新型的目的是提供一种增强木-混凝土组合梁的连接装置,解决了如何在承载力The purpose of this utility model is to provide a connection device for reinforcing wood-concrete composite beams, which solves how to improve the bearing capacity.
不变的情况下,木梁体积变小而又增加了木梁与混凝土之间的连接作用,以提高整体性。Under the same conditions, the volume of the wooden beams becomes smaller and the connection between the wooden beams and the concrete is increased to improve the integrity.
本实用新型采用的技术方案为:一种增强木-混凝土组合梁的连接装置,包括混凝土板、木梁和外包钢板,所述木梁安装在混凝土板的下方,木梁的外周被外包钢板包裹,外包钢板在木梁的上表面有两条边弯折伸出,并且伸出部分嵌入混凝土板内部,木梁与外包钢板之间紧密贴合,贴合方式为:所述外包钢板伸出部分之间焊接或通过螺栓连接,或者木梁与外包钢板之间通过胶水连接或安装钉子。The technical solution adopted by the utility model is: a connection device for reinforcing wood-concrete composite beams, including concrete slabs, wooden beams and outsourcing steel plates, the wooden beams are installed under the concrete slabs, and the outer periphery of the wooden beams is wrapped by outsourcing steel plates , the outsourcing steel plate has two sides bent and protruding from the upper surface of the wooden beam, and the protruding part is embedded in the concrete slab, and the wooden beam and the outsourcing steel plate are closely bonded. The bonding method is: the protruding part of the outsourcing steel plate Welded or connected by bolts, or connected by glue or nails between the wooden beam and the outer steel plate.
本实用新型采用薄钢板将木梁包裹住,并用螺栓拧紧,使钢板与木梁紧密贴合。由于木梁外包裹了一层钢板,不仅使组合梁整体刚度和强度都提高了,而且伸出的钢板与拧紧的螺栓还与混凝土连接,起到了双重连接件的作用,木梁与混凝土之间的连接作用更强了,整体性也大大提高;同时省去了对木梁钻孔安装栓钉等再加工程序,减少了对木梁的加工损伤,这在修复古建筑中还可以避免对原结构的二次破坏;对于新建结构,在承载力不变的情况下,木梁可以做得更小,节省了大量木材,且对木料的材性限制降低,适用的木料范围扩大;重量相对减轻,基础造价也可以相对减少,经济效益更大。跨度可以相应提高,建筑空间变得更大。对木结构相关建筑推广也十分有利。The utility model adopts a thin steel plate to wrap the wooden beam, and tightens it with bolts, so that the steel plate and the wooden beam are closely attached. Because the wooden beam is wrapped with a layer of steel plate, not only the overall rigidity and strength of the composite beam are improved, but also the protruding steel plate and the tightened bolt are also connected to the concrete, which plays the role of a double connector, between the wooden beam and the concrete The connection effect is stronger, and the integrity is greatly improved; at the same time, reprocessing procedures such as drilling and installing studs on wooden beams are omitted, reducing processing damage to wooden beams, which can also avoid damage to the original buildings in the restoration of ancient buildings. Secondary damage to the structure; for new structures, under the condition of constant bearing capacity, the wooden beams can be made smaller, saving a lot of wood, and the restrictions on the material properties of wood are reduced, and the range of applicable wood is expanded; the weight is relatively reduced , the basic cost can also be relatively reduced, and the economic benefits are greater. The span can be increased accordingly, and the building space becomes larger. It is also very beneficial to the promotion of wood structure-related buildings.
作为优选,所述外包钢板的外表面设置有保护层。Preferably, the outer surface of the outer cladding steel plate is provided with a protective layer.
作为优选,所述外包钢板外表面有纹路或者多次折叠。Preferably, the outer surface of the outer cladding steel plate is textured or folded multiple times.
作为优选,所述外包钢板外表面包一层薄木质材料,起到还原木结构外形的装饰作用。As a preference, a thin layer of wood material is wrapped on the outer surface of the outer cladding steel plate, which plays a decorative role in restoring the shape of the wooden structure.
作为优选,为了让木结构表现现出原貌,体现木结构的优美,所述外包钢板开孔或者开洞,让内部木梁可见,也可起到节约钢材的作用。Preferably, in order to show the original appearance of the wooden structure and reflect the beauty of the wooden structure, the outsourcing steel plate has holes or openings so that the internal wooden beams can be seen, which can also save steel.
完成本实用新型所述钢-木-混凝土组合梁的制作大致需要六道工序或步骤:Completing the fabrication of the steel-wood-concrete composite beam described in the present invention generally requires six processes or steps:
1、木梁的制作;1. The production of wooden beams;
2、外包钢板的制作;(主要在工厂内预制,不在现场制作)2. Production of outsourcing steel plates; (mainly prefabricated in the factory, not produced on site)
a、根据木梁的大小,裁剪钢薄板,长度和木梁长度一样,宽度在木梁横截面周长左右;a. According to the size of the wooden beam, cut the steel thin plate, the length is the same as the length of the wooden beam, and the width is about the perimeter of the wooden beam cross section;
b、在沿长度方向两边打孔;b. Punch holes on both sides along the length direction;
c、把钢薄板压成型;c. Press the steel sheet into shape;
3、钢-木组合梁的制作;3. Manufacture of steel-wood composite beams;
a、把木梁放入制作好的外包钢板中;a. Put the wooden beams into the prepared outsourcing steel plate;
b、用螺栓在两孔之间拧紧。b. Tighten between the two holes with bolts.
4、结构吊装;将制作好的钢-木梁吊装到指定位置;4. Structural hoisting; hoisting the fabricated steel-wooden beams to the designated location;
5、楼面板模板支设、钢筋绑扎;5. Floor slab formwork support and steel bar binding;
6、楼面板混凝土浇筑、养护及拆模;6. Concrete pouring, maintenance and demolition of floor slabs;
其中钢-木组合梁的制作为工厂内预制;对于加固施工,只制作外包钢板部分,在施工现场组装,起到对木梁的加固作用。Among them, the steel-wood composite beams are prefabricated in the factory; for the reinforcement construction, only the outsourcing steel plate parts are made and assembled at the construction site to reinforce the wooden beams.
本实用新型不仅可用于古旧木结构建筑修复与加固中,而且也可以大量使用在新建结构中。The utility model can not only be used in the restoration and reinforcement of old wooden structures, but also can be widely used in new structures.
有益效果:1、本增强后的木-混凝土组合梁主要针对普通木-混凝土组合梁进行重新设计,通过钢薄片包裹住木梁以实现对木梁各方面性能的提高,包括刚度和强度,以及抗弯和抗剪承载力等等。Beneficial effects: 1. The reinforced wood-concrete composite beam is mainly redesigned for ordinary wood-concrete composite beams, and the wooden beams are wrapped with steel sheets to improve the performance of the wooden beams in all aspects, including stiffness and strength, and Bending and shearing capacity, etc.
2、连接装置变为装配式,并且是包裹钢板的一部分,整体性更好。连接作用除了螺栓外,伸出的钢板也作为连续性连接件发挥作用,这样木梁和混凝土之间的连接就有了双重作用,整体性更好,刚度再次提高。2. The connection device becomes assembled and is a part of the wrapped steel plate, with better integrity. In addition to the bolts, the protruding steel plate also functions as a continuous connector, so that the connection between the wooden beam and the concrete has a double role, with better integrity and increased rigidity again.
3、螺栓固定的钢板空隙没有固定距离,以拧紧为达到施工要求。即钢板可以贴合起来拧紧。3. There is no fixed distance between the gaps of the steel plate fixed by bolts, and the construction requirements are met by tightening. That is, the steel plates can be fitted together and tightened.
4、钢板的厚度要便于施工,主要以设计为准。4. The thickness of the steel plate should be convenient for construction, mainly based on the design.
5、设计时采用组合计算设计,以便于减小木梁截面大小,节省木材。5. Combined calculation design is adopted in the design, so as to reduce the cross-sectional size of wooden beams and save wood.
6、不需在木梁上钻入螺钉剪力连接件,减少木梁损伤,且组合梁可以在工厂预制,减少施工难度,减少建造成本;6. There is no need to drill screw-shear connectors on the wooden beams, reducing damage to the wooden beams, and the composite beams can be prefabricated in the factory, reducing construction difficulty and construction cost;
7、在古旧建筑加固中,可以使用原有的木梁而不用替换;新建建筑中,木梁本身起到了加固作用。7. In the reinforcement of old buildings, the original wooden beams can be used without replacement; in new buildings, the wooden beams themselves play a role in reinforcement.
附图说明Description of drawings
图1为现有木-混凝土组合梁结构示意图;Fig. 1 is the structural representation of existing wood-concrete composite beam;
图2为现有木-混凝土组合梁结构截面图;Fig. 2 is existing wood-concrete composite beam structure sectional view;
图3为本实用新型木-混凝土组合梁结构示意图;Fig. 3 is the utility model wood-concrete composite beam structural representation;
图4为本实用新型木-混凝土组合梁结构截面图;Fig. 4 is the utility model wood-concrete composite beam structure sectional view;
图5为本实用新型外包钢板采用螺栓连接截面图;Fig. 5 is a sectional view of bolt connection of the utility model outsourcing steel plate;
图6为本实用新型外包钢板采用侧面打孔示意图;Fig. 6 is a schematic diagram of side punching of the outsourcing steel plate of the present invention;
图7为本实用新型外包钢板采用胶水连接示意图;Fig. 7 is a schematic diagram of the connection of the utility model outsourcing steel plate with glue;
图8为本实用新型外包钢板采用电焊连接示意图;Fig. 8 is a schematic diagram of the electric welding connection of the outsourcing steel plate of the present invention;
图9为本实用新型外包钢板超出木梁示意图;Fig. 9 is a schematic diagram of the utility model outsourcing steel plate beyond the wooden beam;
图10为本实用新型外包钢板有折叠示意图;Fig. 10 is a folded schematic diagram of the utility model outsourcing steel plate;
图11为本实用新型外包钢板采用装饰木材截面图;Fig. 11 is a cross-sectional view of decorative wood used in the utility model's outsourcing steel plate;
图12为本实用新型外包钢板开洞示意图。Fig. 12 is a schematic diagram of opening holes in the outer cladding steel plate of the utility model.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本实用新型做进一步说明。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图3、4所示:一种增强木-混凝土组合梁的连接装置,包括混凝土板1、木梁2和外包钢板3,所述木梁2安装在混凝土板1的下方,木梁2的外周被外包钢板3包裹,外包钢板3在木梁2的上表面有两条边弯折伸出,并且伸出部分嵌入混凝土板1内部,木梁2与外包钢板3之间紧密贴合;As shown in Figures 3 and 4: a connection device for reinforcing wood-concrete composite beams, including a concrete slab 1, a wooden beam 2 and an outsourcing steel plate 3, the wooden beam 2 is installed under the concrete slab 1, and the wooden beam 2 The outer periphery is wrapped by the outsourcing steel plate 3, and two sides of the outsourcing steel plate 3 are bent and protruded on the upper surface of the wooden beam 2, and the protruding part is embedded in the interior of the concrete slab 1, and the wooden beam 2 and the outsourcing steel plate 3 are tightly bonded;
如图5所示:外包钢板3伸出部分之间通过螺栓4连接。As shown in FIG. 5 : the protruding parts of the outsourcing steel plates 3 are connected by bolts 4 .
如图6所示:不在外包钢板3两端打孔,在外包钢板3靠中间部位打孔,安装钉子将钢板固定于木梁腹部。As shown in Figure 6: instead of punching holes at both ends of the outsourcing steel plate 3, punch holes in the middle part of the outsourcing steel plate 3, and install nails to fix the steel plate on the belly of the wooden beam.
如图7所示,外包钢板3上不打孔,不安装螺栓,直接用胶水把钢板固定在木梁上,外包钢板3与木梁是通过胶水连接在一起。As shown in Figure 7, no holes are drilled on the outsourcing steel plate 3, no bolts are installed, the steel plate is directly fixed on the wooden beam with glue, and the outsourcing steel plate 3 and the wooden beam are connected together by glue.
如图8所示,外包钢板3伸出部分之间的钢片贴合,用焊枪焊牢。As shown in Fig. 8, the steel sheets between the protruding parts of the outer cladding steel plate 3 are bonded together and welded firmly with a welding torch.
如图9所示,外包钢板3不一定贴合木梁上表面,可以适当伸出。As shown in FIG. 9 , the outsourcing steel plate 3 does not necessarily adhere to the upper surface of the wooden beam, but can protrude appropriately.
如图10所示,外包钢板3外表面多次折叠。As shown in FIG. 10 , the outer surface of the outer cladding steel plate 3 is folded multiple times.
如图11所示,外包钢板3外表面包一层薄木质材料5,起到还原木结构外形的装饰作用。As shown in FIG. 11 , a layer of thin wooden material 5 is wrapped on the outside of the outsourcing steel plate 3 , which plays a decorative role in restoring the shape of the wooden structure.
如图12所示,外包钢板3开孔或者开洞,让内部木梁可见,也可起到节约钢材的作用。As shown in FIG. 12 , the outsourcing steel plate 3 has holes or openings so that the internal wooden beams can be seen, which can also play a role in saving steel.
应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the utility model, and these improvements and modifications should also be regarded as the protection scope of the utility model. All components that are not specified in this embodiment can be realized by existing technologies.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520108347.8U CN204456651U (en) | 2015-02-13 | 2015-02-13 | Connecting device for reinforced wood-concrete composite beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520108347.8U CN204456651U (en) | 2015-02-13 | 2015-02-13 | Connecting device for reinforced wood-concrete composite beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204456651U true CN204456651U (en) | 2015-07-08 |
Family
ID=53663558
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520108347.8U Expired - Fee Related CN204456651U (en) | 2015-02-13 | 2015-02-13 | Connecting device for reinforced wood-concrete composite beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204456651U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104652702A (en) * | 2015-02-13 | 2015-05-27 | 南京工业大学 | Connecting device for reinforced wood-concrete composite beam |
CN107268890A (en) * | 2017-07-31 | 2017-10-20 | 湖南大学 | A kind of assembled bamboo and wood concrete combination beam |
-
2015
- 2015-02-13 CN CN201520108347.8U patent/CN204456651U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104652702A (en) * | 2015-02-13 | 2015-05-27 | 南京工业大学 | Connecting device for reinforced wood-concrete composite beam |
CN107268890A (en) * | 2017-07-31 | 2017-10-20 | 湖南大学 | A kind of assembled bamboo and wood concrete combination beam |
CN107268890B (en) * | 2017-07-31 | 2019-10-01 | 湖南大学 | A kind of assembled bamboo and wood-concrete combination beam |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104032839B (en) | Syndeton and the construction method thereof of friction damper assembling frame node | |
CN105239720A (en) | Prefabricated assembled steel-concrete composite beam connected by adopting high-strength bolt | |
CN100510262C (en) | Bamboo bridge | |
CN102561180B (en) | Bamboo bridge deck | |
CN205242848U (en) | Adopt prefabricated assembled steel - concrete combination beam of high strength bolt connection | |
CN102251584A (en) | A wood structure mortise and tenon joint reinforced by L-shaped angle steel | |
CN104652702A (en) | Connecting device for reinforced wood-concrete composite beam | |
CN109680796A (en) | High-strength steel frame-overlapping corrugated sheet steel wall anti-side cold formed steel structure | |
CN105525686A (en) | Structure for connecting prefabricated concrete composite floor slab with H-shaped steel beam through bolts | |
CN110241973A (en) | A steel-wood-concrete composite beam and its construction method | |
CN203924363U (en) | The syndeton of friction damper assembling frame node | |
CN203924364U (en) | The prestressing force assembling frame structure node syndeton of additional angle steel | |
CN203569697U (en) | Assembled timber structure beam column bar planting node | |
CN211548015U (en) | Prefabricated assembled steel-concrete composite beam | |
CN204456651U (en) | Connecting device for reinforced wood-concrete composite beam | |
CN205153145U (en) | Adopt precast concrete coincide floor of bolt and connection structure of H shaped steel roof beam | |
CN110284725B (en) | Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof | |
CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
CN206784638U (en) | Include the prefabricated overlapped shear wall of steel plate | |
CN202559249U (en) | Bamboo bridge deck slab | |
CN104675017A (en) | Novel pre-stressed continuous bamboo-wood beam popularizing device | |
CN110056117B (en) | Corrugated surface hollow FRP profile sea sand concrete slab structure | |
CN109944361B (en) | T-shaped node of steel concrete combined pipe with high shear strength | |
CN210263373U (en) | Cold-formed thin-walled steel structure of high-strength steel frame-superposed corrugated steel plate wall anti-side | |
CN202090441U (en) | A wood structure mortise and tenon joint reinforced by energy-dissipating curved steel plates |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20170213 |