CN114622478B - Reinforced steel structure bridge prefabrication assembly - Google Patents
Reinforced steel structure bridge prefabrication assembly Download PDFInfo
- Publication number
- CN114622478B CN114622478B CN202210330589.6A CN202210330589A CN114622478B CN 114622478 B CN114622478 B CN 114622478B CN 202210330589 A CN202210330589 A CN 202210330589A CN 114622478 B CN114622478 B CN 114622478B
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- support rod
- bridge
- bridge body
- rod
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 238000009417 prefabrication Methods 0.000 title 1
- 238000002955 isolation Methods 0.000 claims description 3
- 239000004568 cement Substances 0.000 abstract description 8
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
本发明涉及桥梁组件技术领域,且公开了一种加强型钢结构桥梁预制组件,包括桥梁本体,所述桥梁本体的内侧壁的顶部固定连接有第一支撑杆,所述第一支撑杆的一侧插接有第一限位杆,所述桥梁本体的内侧壁的底部固定连接有第二支撑杆,该加强型钢结构桥梁预制组件,通过桥梁本体、第一支撑杆、第一限位杆、第二支撑杆固定杆和卡体的配合设置,使用时,工作人员将桥梁本体内部放入第一钢筋,进而将第一钢筋放在第一支撑杆和第二支撑杆的表面上,用卡扣和卡体将第一钢筋进行固定,继而将桥梁本体内部注入水泥进行固定,从而等水泥固定后,第一钢筋得到固定,从而大大提高了了第一钢筋的坚固程度,也提高了该组件的实用性。
The invention relates to the technical field of bridge components, and discloses a reinforced steel structure bridge prefabricated component, which includes a bridge body. The top of the inner side wall of the bridge body is fixedly connected to a first support rod. One side of the first support rod A first limit rod is plugged in, and a second support rod is fixedly connected to the bottom of the inner wall of the bridge body. The reinforced steel structure bridge prefabricated component passes through the bridge body, the first support rod, the first limit rod, and the third The two support rods, the fixed rod and the card body are set together. When in use, the staff puts the first steel bar inside the bridge body, and then places the first steel bar on the surface of the first support rod and the second support rod, and uses the buckle The first steel bar is fixed with the card body, and then cement is injected into the bridge body for fixation. After the cement is fixed, the first steel bar is fixed, which greatly improves the sturdiness of the first steel bar and also improves the strength of the component. Practicality.
Description
技术领域Technical field
本发明涉及桥梁组件技术领域,具体为一种加强型钢结构桥梁预制组件。The invention relates to the technical field of bridge components, specifically a reinforced steel structure bridge prefabricated component.
背景技术Background technique
桥梁,一般指架设在江河湖海上,使车辆行人等能顺利通行的构筑物。为适应现代高速发展的交通行业,桥梁亦引申为跨越山涧、不良地质或满足其他交通需要而架设的使通行更加便捷的建筑物。 桥梁一般由上部构造、下部结构、支座和附属构造物组成,上部结构又称桥跨结构,是跨越障碍的主要结构;下部结构包括桥台、桥墩和基础;支座为桥跨结构与桥墩或桥台的支承处所设置的传力装置;附属构造物则指桥头搭板、锥形护坡、护岸、导流工程等。Bridges generally refer to structures erected over rivers, lakes and seas to enable vehicles and pedestrians to pass smoothly. In order to adapt to the modern and rapidly developing transportation industry, bridges have also been extended to structures erected to make traffic more convenient across mountain streams, poor geology, or to meet other transportation needs. Bridges generally consist of a superstructure, a substructure, supports and ancillary structures. The superstructure, also known as the bridge span structure, is the main structure for crossing obstacles; the substructure includes abutments, piers and foundations; the supports are the bridge span structure and piers. Or the force transmission device installed at the supporting location of the bridge abutment; the ancillary structures refer to the bridge head slab, tapered slope protection, bank protection, diversion engineering, etc.
在中国发明专利申请公开说明书CN213666316U中公开的一种加强型钢结构桥梁预制组件,虽然,该发明能够解决现有技术在建造钢结构桥梁的过程中存在的以下问题:a、现有钢结构桥梁的桥梁支撑柱通常体型较大,导致一般运输车辆不便对其进行运输,从而降低了对桥梁支撑柱进行运输的效率;b、现有钢结构桥梁的桥梁支撑柱的各个组件之间装配步骤较为繁琐,且大量运用了装配效率较慢的焊接方式,从而降低了对桥梁支撑柱进行组装的效率A reinforced steel structure bridge prefabricated component is disclosed in the Chinese invention patent application specification CN213666316U. Although this invention can solve the following problems existing in the process of building steel structure bridges in the prior art: a. Bridge support columns are usually large in size, making it inconvenient for general transportation vehicles to transport them, thereby reducing the efficiency of transporting bridge support columns; b. The assembly steps of various components of bridge support columns in existing steel structure bridges are relatively cumbersome , and a large number of welding methods with slow assembly efficiency are used, thereby reducing the efficiency of assembling the bridge support columns.
但是,该加强型钢结构桥梁预制组件,对钢筋的固定效果不强,忽视了桥梁本体内部钢筋不稳定的情况,因此,我们提出一种加强型钢结构桥梁预制组件,以便解决以上问题。However, this reinforced steel structure bridge prefabricated component does not have a strong fixing effect on the steel bars and ignores the instability of the steel bars inside the bridge body. Therefore, we propose a reinforced steel structure bridge prefabricated component to solve the above problems.
发明内容Contents of the invention
针对现有技术的不足,本发明提供了一种加强型钢结构桥梁预制组件,解决了上述背景技术中提出的问题。In view of the shortcomings of the existing technology, the present invention provides a reinforced steel structure bridge prefabricated component, which solves the problems raised in the above background technology.
为实现以上目的,本发明通过以下技术方案予以实现:一种加强型钢结构桥梁预制组件,包括桥梁本体,所述桥梁本体的内侧壁的顶部固定连接有第一支撑杆,所述第一支撑杆的一侧插接有第一限位杆,所述桥梁本体的内侧壁的底部固定连接有第二支撑杆,所述第二支撑杆的一侧插接有第二限位杆,所述第一支撑杆的另一侧固定连接有固定杆,所述固定杆的一端固定连接于第二支撑杆的一侧,所述第一支撑杆的两端的一侧固定连接有卡体,所述第二支撑杆的两端的一侧固定连接有卡扣,所述第一支撑杆和第二支撑杆的两端均固定连接有防滑盖。In order to achieve the above objectives, the present invention is realized through the following technical solutions: a reinforced steel structure bridge prefabricated component, including a bridge body, the top of the inner side wall of the bridge body is fixedly connected with a first support rod, and the first support rod A first limit rod is plugged into one side of the bridge body, a second support rod is fixedly connected to the bottom of the inner wall of the bridge body, and a second limit rod is plugged into one side of the second support rod. A fixed rod is fixedly connected to the other side of one support rod, and one end of the fixed rod is fixedly connected to one side of the second support rod. One side of both ends of the first support rod is fixedly connected to a card body, and the third support rod is fixedly connected to one side of the second support rod. One side of both ends of the two support rods is fixedly connected with a buckle, and both ends of the first support rod and the second support rod are fixedly connected with anti-slip covers.
可选的,所述桥梁本体的一侧开设有钢筋口,所述钢筋口的数量为多个。Optionally, one side of the bridge body is provided with a plurality of steel bar openings.
可选的,所述桥梁本体的一侧的表面卡接有固定架,所述固定架的两侧通过螺纹连接有第一螺栓。Optionally, a fixing frame is fastened to the surface of one side of the bridge body, and first bolts are threadedly connected to both sides of the fixing frame.
可选的,所述固定架的一侧连通安装有钢筋管,所述钢筋管的数量为多个。Optionally, one side of the fixed frame is connected with a steel pipe, and the number of the steel pipes is multiple.
可选的,所述桥梁本体的另一侧固定连接有支撑板,所述支撑板的数量为两个。Optionally, a support plate is fixedly connected to the other side of the bridge body, and the number of the support plates is two.
可选的,所述桥梁本体的另一侧靠近支撑板的一侧固定连接有连接块,所述连接块的一端固定连接有伸缩卡环。Optionally, the other side of the bridge body close to the support plate is fixedly connected to a connecting block, and one end of the connecting block is fixedly connected to a telescopic snap ring.
可选的,所述伸缩卡环的端的一侧固定连接有子卡扣,所述伸缩卡环另一端的一侧固定连接有母卡扣,所述伸缩卡环的内部固定连接有隔离套。Optionally, one end of the telescopic snap ring is fixedly connected to a sub buckle, one side of the other end of the telescopic snap ring is fixedly connected to a female buckle, and the interior of the telescopic snap ring is fixedly connected to an isolation sleeve.
可选的,所述桥梁本体的上表面插接有第一钢筋,所述第一钢筋的一侧套接有固定环,所述固定环的一侧通过螺纹连接有第二螺栓。Optionally, a first steel bar is inserted into the upper surface of the bridge body, a fixed ring is connected to one side of the first steel bar, and a second bolt is threadedly connected to one side of the fixed ring.
可选的,所述第一钢筋的数量为多个,所述桥梁本体的上表面开设有圆孔,所述桥梁本体一侧的中部卡设有长形槽。Optionally, there are multiple first steel bars, a round hole is provided on the upper surface of the bridge body, and a long slot is provided in the middle of one side of the bridge body.
可选的,所述伸缩卡环两端的一侧固定连接有魔法贴,所述桥梁本体的一侧插接有第二钢筋,所述第二钢筋的数量为四个。Optionally, one side of both ends of the telescopic snap ring is fixedly connected with a magic sticker, and one side of the bridge body is plugged into a second steel bar, and the number of the second steel bars is four.
本发明提供了一种加强型钢结构桥梁预制组件,具备以下有益效果:The invention provides a reinforced steel structure bridge prefabricated component, which has the following beneficial effects:
该加强型钢结构桥梁预制组件,通过桥梁本体、第一支撑杆、第一限位杆、第二支撑杆固定杆和卡体的配合设置,使用时,工作人员将桥梁本体内部放入第一钢筋,进而将第一钢筋放在第一支撑杆和第二支撑杆的表面上,用卡扣和卡体将第二钢筋进行固定,继而将桥梁本体内部注入水泥进行固定,从而等水泥固定后,第二钢筋得到固定,从而大大提高了了第一钢筋的坚固程度,也提高了该组件的实用性。The reinforced steel structure bridge prefabricated component is set through the cooperation of the bridge body, the first support rod, the first limiting rod, the second support rod fixed rod and the card body. When used, the staff puts the first steel bar inside the bridge body. , and then place the first steel bar on the surface of the first support rod and the second support rod, use buckles and clamps to fix the second steel bar, and then inject cement into the bridge body to fix it, so that after the cement is fixed, The second steel bar is secured, thereby greatly increasing the strength of the first steel bar and increasing the practicality of the assembly.
附图说明Description of drawings
图1为本发明结构拆分图;Figure 1 is an exploded view of the structure of the present invention;
图2为本发明结构立体图;Figure 2 is a perspective view of the structure of the present invention;
图3为本发明固定架的结构示意图;Figure 3 is a schematic structural diagram of the fixed frame of the present invention;
图4为本发明伸缩卡环的结构示意图。Figure 4 is a schematic structural diagram of the telescopic snap ring of the present invention.
图中:1、桥梁本体;2、第一支撑杆;3、第一限位杆;4、第二支撑杆;5、第二限位杆;6、固定杆;7、卡体;8、卡扣;9、防滑盖;10、钢筋口;11、固定架;12、第一螺栓;13、钢筋管;14、支撑板;15、伸缩卡环;16、第一钢筋;17、固定环;18、第二螺栓;19、第二钢筋。In the picture: 1. Bridge body; 2. First support rod; 3. First limit rod; 4. Second support rod; 5. Second limit rod; 6. Fixed rod; 7. Card body; 8. Buckle; 9. Anti-slip cover; 10. Rebar opening; 11. Fixing frame; 12. First bolt; 13. Reinforcement tube; 14. Support plate; 15. Telescopic snap ring; 16. First steel bar; 17. Fixing Ring; 18, second bolt; 19, second steel bar.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present invention.
请参阅图1至图4,本发明提供一种技术方案:一种加强型钢结构桥梁预制组件,包括桥梁本体1,桥梁本体1的内侧壁的顶部固定连接有第一支撑杆2,第一支撑杆2的一侧插接有第一限位杆3, 桥梁本体1的内侧壁的底部固定连接有第二支撑杆4,第二支撑杆4的一侧插接有第二限位杆5,第一支撑杆2的另一侧固定连接有固定杆6,固定杆6的一端固定连接于第二支撑杆4的一侧,第一支撑杆2的两端的一侧固定连接有卡体7,第二支撑杆4的两端的一侧固定连接有卡扣8,第一支撑杆2和第二支撑杆4的两端均固定连接有防滑盖9;Please refer to Figures 1 to 4. The present invention provides a technical solution: a reinforced steel structure bridge prefabricated component, including a bridge body 1. The top of the inner wall of the bridge body 1 is fixedly connected with a first support rod 2. A first limit rod 3 is inserted into one side of the rod 2, a second support rod 4 is fixedly connected to the bottom of the inner wall of the bridge body 1, and a second limit rod 5 is inserted into one side of the second support rod 4. A fixed rod 6 is fixedly connected to the other side of the first support rod 2, one end of the fixed rod 6 is fixedly connected to one side of the second support rod 4, and a card body 7 is fixedly connected to one side of both ends of the first support rod 2. One side of both ends of the second support rod 4 is fixedly connected with a buckle 8, and both ends of the first support rod 2 and the second support rod 4 are fixedly connected with an anti-slip cover 9;
为了等水泥固定后,第二钢筋19得到固定,从而大大提高了了第一钢筋16的坚固程度,也提高了该组件的实用性,通过桥梁本体1、第一支撑杆2、第一限位杆3、第二支撑杆4固定杆6和卡体7的配合设置,使用时,工作人员将桥梁本体1内部放入第一钢筋16,进而将第二钢筋19放在第一支撑杆2和第二支撑杆4的表面上,用卡扣8和卡体7将第二钢筋19进行固定,继而将桥梁本体1内部注入水泥进行固定;In order to wait for the cement to be fixed, the second steel bar 19 is fixed, thereby greatly improving the solidity of the first steel bar 16 and improving the practicality of the component. Through the bridge body 1, the first support rod 2, and the first limit The rod 3 and the second support rod 4 fix the rod 6 and the card body 7. When in use, the staff places the first steel bar 16 inside the bridge body 1, and then places the second steel bar 19 on the first support rod 2 and the card body 7. On the surface of the second support rod 4, the second steel bar 19 is fixed with the buckle 8 and the card body 7, and then cement is injected into the bridge body 1 for fixation;
桥梁本体1的一侧开设有钢筋口10,钢筋口10的数量为多个,桥梁本体1的一侧的表面卡接有固定架11,固定架11的两侧通过螺纹连接有第一螺栓12,固定架11的一侧连通安装有钢筋管13,钢筋管13的数量为多个,桥梁本体1的另一侧固定连接有支撑板14,支撑板14的数量为两个,桥梁本体1的另一侧靠近支撑板14的一侧固定连接有连接块,连接块的一端固定连接有伸缩卡环15,通过伸缩卡环15的设置,达到了卡接第二钢筋的效果,伸缩卡环15的端的一侧固定连接有子卡扣,伸缩卡环15另一端的一侧固定连接有母卡扣,伸缩卡环15的内部固定连接有隔离套,桥梁本体1的上表面插接有第一钢筋16,第一钢筋16的一侧套接有固定环17,固定环17的一侧通过螺纹连接有第二螺栓18,第一钢筋16的数量为多个,桥梁本体1的上表面开设有圆孔,桥梁本体1一侧的中部卡设有长形,伸缩卡环15两端的一侧固定连接有魔法贴,桥梁本体1的一侧插接有第二钢筋19,第二钢筋19的数量为四个。There is a steel bar opening 10 on one side of the bridge body 1, and there are multiple steel bar openings 10. A fixing frame 11 is engaged with the surface of one side of the bridge body 1, and first bolts 12 are threaded on both sides of the fixing frame 11. , one side of the fixed frame 11 is connected and installed with a steel pipe 13, the number of the steel pipes 13 is multiple, the other side of the bridge body 1 is fixedly connected with a support plate 14, the number of the support plate 14 is two, and the bridge body 1 The other side close to the support plate 14 is fixedly connected with a connecting block. One end of the connecting block is fixedly connected with a telescopic snap ring 15. Through the setting of the telescopic snap ring 15, the effect of snapping the second steel bar is achieved. The telescopic snap ring 15 One side of the end of the telescopic snap ring 15 is fixedly connected with a sub buckle, one side of the other end of the telescopic snap ring 15 is fixedly connected with a female buckle, the interior of the telescopic snap ring 15 is fixedly connected with an isolation sleeve, and the upper surface of the bridge body 1 is plugged with a first Steel bar 16, one side of the first steel bar 16 is sleeved with a fixed ring 17, one side of the fixed ring 17 is connected with a second bolt 18 through threads, the number of the first steel bars 16 is multiple, and the upper surface of the bridge body 1 is provided with There is a round hole, a long card is provided in the middle of one side of the bridge body 1, one side of the telescopic snap ring 15 is fixedly connected with magic stickers, one side of the bridge body 1 is plugged with a second steel bar 19, and the number of the second steel bar 19 for four.
本发明中,该装置的工作步骤如下:In the present invention, the working steps of the device are as follows:
桥梁本体1、第一支撑杆2、第一限位杆3、第二支撑杆4固定杆6和卡体7的配合设置,使用时,工作人员将桥梁本体1内部放入第一钢筋16,进而将第一钢筋16放在第一支撑杆2和第二支撑杆4的表面上,用卡扣8和卡体7将第二钢筋19进行固定,继而将桥梁本体1内部注入水泥进行固定,从而等水泥固定后,第二钢筋19得到固定,从而大大提高了了第一钢筋16的坚固程度,也提高了该组件的实用性。The bridge body 1, the first support rod 2, the first limiting rod 3, the second support rod 4, the fixed rod 6 and the card body 7 are arranged in cooperation. When in use, the staff places the first steel bar 16 inside the bridge body 1. Then place the first steel bar 16 on the surface of the first support rod 2 and the second support rod 4, fix the second steel bar 19 with the buckle 8 and the card body 7, and then inject cement into the interior of the bridge body 1 for fixation. Therefore, after the cement is fixed, the second steel bar 19 is fixed, thereby greatly improving the strength of the first steel bar 16 and also improving the practicality of the assembly.
尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those of ordinary skill in the art will understand that various changes, modifications, and substitutions can be made to these embodiments without departing from the principles and spirit of the invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210330589.6A CN114622478B (en) | 2022-03-31 | 2022-03-31 | Reinforced steel structure bridge prefabrication assembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210330589.6A CN114622478B (en) | 2022-03-31 | 2022-03-31 | Reinforced steel structure bridge prefabrication assembly |
Publications (2)
Publication Number | Publication Date |
---|---|
CN114622478A CN114622478A (en) | 2022-06-14 |
CN114622478B true CN114622478B (en) | 2023-09-12 |
Family
ID=81904939
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202210330589.6A Active CN114622478B (en) | 2022-03-31 | 2022-03-31 | Reinforced steel structure bridge prefabrication assembly |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN114622478B (en) |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5152112A (en) * | 1990-07-26 | 1992-10-06 | Iota Construction Ltd. | Composite girder construction and method of making same |
JP2000096834A (en) * | 1998-09-17 | 2000-04-04 | Sumitomo Constr Co Ltd | Reinforcing structure of concrete member |
KR20090095266A (en) * | 2008-03-05 | 2009-09-09 | 채윤희 | Apparatus for connecting bridge |
KR20130112242A (en) * | 2012-04-03 | 2013-10-14 | (주) 선암기술연구소 | Compound deck having built-in internal steel girder and small watershed bridge construction method using thereof |
CN204266114U (en) * | 2014-11-12 | 2015-04-15 | 浙江省交通规划设计研究院 | The high pier structure of a kind of steel structure and Combined concrete |
CN105040577A (en) * | 2015-09-02 | 2015-11-11 | 江苏明福钢结构有限公司 | Multi-element alloy co-penetrated bridge pre-embedded steel member |
CN107044083A (en) * | 2017-05-25 | 2017-08-15 | 哈尔滨工业大学 | A kind of double-wall corrugated steel pipe reinforced concrete hollow pier post |
CN112709125A (en) * | 2020-12-24 | 2021-04-27 | 上海洪铺钢结构工程有限公司 | Steel structure bridge and construction method thereof |
CN112921796A (en) * | 2021-04-02 | 2021-06-08 | 樊涛 | Reinforced steel structure bridge prefabricated assembly |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2867964C (en) * | 2014-10-16 | 2016-04-12 | Emin Buzimkic | Prefabricated modular rebar modules and methods of using the same |
-
2022
- 2022-03-31 CN CN202210330589.6A patent/CN114622478B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5152112A (en) * | 1990-07-26 | 1992-10-06 | Iota Construction Ltd. | Composite girder construction and method of making same |
JP2000096834A (en) * | 1998-09-17 | 2000-04-04 | Sumitomo Constr Co Ltd | Reinforcing structure of concrete member |
KR20090095266A (en) * | 2008-03-05 | 2009-09-09 | 채윤희 | Apparatus for connecting bridge |
KR20130112242A (en) * | 2012-04-03 | 2013-10-14 | (주) 선암기술연구소 | Compound deck having built-in internal steel girder and small watershed bridge construction method using thereof |
CN204266114U (en) * | 2014-11-12 | 2015-04-15 | 浙江省交通规划设计研究院 | The high pier structure of a kind of steel structure and Combined concrete |
CN105040577A (en) * | 2015-09-02 | 2015-11-11 | 江苏明福钢结构有限公司 | Multi-element alloy co-penetrated bridge pre-embedded steel member |
CN107044083A (en) * | 2017-05-25 | 2017-08-15 | 哈尔滨工业大学 | A kind of double-wall corrugated steel pipe reinforced concrete hollow pier post |
CN112709125A (en) * | 2020-12-24 | 2021-04-27 | 上海洪铺钢结构工程有限公司 | Steel structure bridge and construction method thereof |
CN112921796A (en) * | 2021-04-02 | 2021-06-08 | 樊涛 | Reinforced steel structure bridge prefabricated assembly |
Also Published As
Publication number | Publication date |
---|---|
CN114622478A (en) | 2022-06-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100482892C (en) | Lower chord opening beam type corrugated steel web combination beam | |
CN102102396B (en) | Node connection method for circular steel tube concrete column and reinforced concrete shear wall | |
CN105780923A (en) | Assembly structure of prefabricated concrete beam and concrete-filled steel tube column | |
CN106284654A (en) | Novel fabricated beam column node connection device | |
CN106522552B (en) | A kind of assembled plate-column structure floor and its division methods and floor panels component | |
CN105926775A (en) | Novel concrete-filled steel tube beam column joint | |
CN110670483A (en) | A kind of steel pipe concrete composite main tower | |
CN108775084B (en) | Steel-concrete composite prefabricated beam and prefabricated column connection structure and construction method | |
CN205975960U (en) | Novel assembled roof beam post nodal connection device | |
CN208455877U (en) | Self-resetting device with inclined prestressing tendons and steel plate shear wall with CFST frame | |
CN114622478B (en) | Reinforced steel structure bridge prefabrication assembly | |
CN211037272U (en) | Connecting joint of oblique-pulling concrete beam column | |
CN108589917A (en) | A kind of high-strength high ductility assembling frame | |
CN105133494B (en) | Cable-stayed bridge steel reinforced concrete synthetic rope beam anchoring structure | |
CN202248303U (en) | Steel-concrete combined assembly integrated girder slab column node structure | |
CN206800200U (en) | A kind of pier stud capping beam template support meanss | |
CN212376139U (en) | Tree-shaped three-fork steel pipe column for supporting outdoor concrete platform | |
CN109339289A (en) | An assembled concrete-filled steel tube frame shear wall structure and construction method | |
CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
CN211171623U (en) | Steel pipe concrete combined main tower | |
CN211081009U (en) | A reinforcement system for external corner formwork | |
CN209353517U (en) | Assembled architecture wall L-type node connecting structure | |
CN207878298U (en) | A kind of bridge construction bracing means | |
CN205776252U (en) | A kind of deep foundation pit supporting structure using steel pipe prop | |
CN105908755A (en) | Deep foundation pit supporting structure adopting steel pipe temporary strut |
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 |