CN207227958U - Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device - Google Patents
Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device Download PDFInfo
- Publication number
- CN207227958U CN207227958U CN201720914292.9U CN201720914292U CN207227958U CN 207227958 U CN207227958 U CN 207227958U CN 201720914292 U CN201720914292 U CN 201720914292U CN 207227958 U CN207227958 U CN 207227958U
- Authority
- CN
- China
- Prior art keywords
- frame
- steel
- construction
- variable
- tire frame
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 238000010276 construction Methods 0.000 title claims abstract description 47
- 230000002787 reinforcement Effects 0.000 title description 8
- 238000000465 moulding Methods 0.000 title 1
- 238000009415 formwork Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000011241 protective layer Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
本实用新型涉及的变截面节段梁可变式钢筋骨架施工胎架装置,属于桥梁工程节段梁钢筋施工领域。它包括主体胎架和设置在主体胎架下方的支架,所述主体胎架还包括水平底架,顶板胎架以及对称设置在主体胎架两端的侧壁胎架和侧翼胎架,所述侧壁胎架和侧翼胎架上均平行焊接有钢管,所述钢管内穿有用于钢筋比对定位的圆钢,所述水平底架和顶板胎架顶面设置有精准定位卡槽,连接在水平底架两侧的支架上设有用于挂设牵引水平底架的环链葫芦支撑杆和用于调节水平底架高度的限位槽。本实用新型的有益之处是:保证能够定位多个截面的节段梁钢筋。节省了施工成本,降低了高空作业安全风险,提高了施工质量和功效。
The utility model relates to a variable cross-section segmental beam variable steel bar frame construction tire frame device, which belongs to the field of bridge engineering segmental beam steel bar construction. It includes a main frame and a bracket arranged under the main frame, the main frame also includes a horizontal underframe, a roof frame, and side wall frames and wing frames symmetrically arranged at both ends of the main frame. Steel pipes are welded in parallel on the wall tire frame and the side wing tire frame. The steel pipes are pierced with round steel for comparison and positioning of steel bars. The brackets on both sides of the underframe are provided with chain hoist support rods for hanging and towing the horizontal underframe and limit slots for adjusting the height of the horizontal underframe. The advantage of the utility model is that it ensures that the segmental beam reinforcing bars of multiple cross-sections can be positioned. The construction cost is saved, the safety risk of high-altitude operation is reduced, and the construction quality and efficacy are improved.
Description
技术领域:Technical field:
本实用新型涉及的变截面节段梁可变式钢筋骨架施工胎架装置,属于桥梁工程节段梁钢筋施工领域。The utility model relates to a variable cross-section segmental beam variable steel bar frame construction tire frame device, which belongs to the field of bridge engineering segmental beam steel bar construction.
背景技术:Background technique:
目前,国内采用短线法节段梁预制技术的多座大型桥梁,大多都为等截面箱梁,不涉及变截面,钢筋骨架施工均采用整体等截面式钢筋骨架施工胎架。大断面、变截面式现浇梁,一般都是在模板内绑扎钢筋,但节段梁施工,若长期占用模板进行钢筋作业,必定造成模板污染影响外观,同时影响施工效率,丧失节段梁施工的优势。由于多种节段形式不一,钢筋骨架一次成型不适用于大跨径、大断面、变截面节段梁的钢筋骨架绑扎,无法确保变化的钢筋骨架安装加工最终能达到设计要求的保护层厚度。At present, most of the large-scale bridges using short-line method segmental beam prefabrication technology in China are constant-section box girders, which do not involve variable cross-sections. The steel frame construction adopts the overall constant-section steel frame construction tire frame. Large-section and variable-section cast-in-place beams are generally bound with steel bars in the formwork. However, if the formwork is occupied for a long time for reinforcement work in the construction of segmental beams, the formwork will be polluted and the appearance will be affected. At the same time, the construction efficiency will be affected, and the construction of the segmental beams will be lost. The advantages. Due to the different forms of various sections, the one-time forming of the steel skeleton is not suitable for the binding of the steel skeleton of the segmental beams with large spans, large cross-sections, and variable cross-sections, and it cannot ensure that the installation and processing of the changing steel skeleton can finally reach the design-required thickness of the protective layer .
发明内容:Invention content:
本实用新型所要解决的技术问题是:提供配套的钢筋胎架设计,能够精准定位多个截面的节段梁钢筋,提高节段梁大高差斜直腹板的结构形式下,钢筋骨架的绑扎精度和保护层合格率,节省施工成本,降低高空作业安全风险,提高施工质量和功效。The technical problem to be solved by the utility model is: to provide a supporting steel tire frame design, which can accurately locate the steel bars of the segmental beams of multiple sections, and improve the binding accuracy and the The pass rate of the protective layer can save construction costs, reduce safety risks of high-altitude operations, and improve construction quality and efficacy.
针对以上技术问题,本实用新型涉及的变截面节段梁可变式钢筋骨架施工胎架装置,包括主体胎架和设置在主体胎架下方的支架,所述主体胎架还包括水平底架,顶板胎架以及对称设置在主体胎架两端的侧壁胎架和侧翼胎架,所述侧壁胎架和侧翼胎架上均平行焊接有钢管,所述钢管内穿有用于钢筋比对定位的圆钢,所述水平底架和顶板胎架顶面设置有精准定位卡槽,连接在水平底架两侧的支架上设有用于挂设环链葫芦牵引水平底架的环链葫芦支撑杆和用于调节水平底架高度的限位槽。In view of the above technical problems, the utility model relates to a variable cross-section segmental beam variable steel frame construction tire frame device, which includes a main body frame and a bracket arranged under the main body frame, and the main body frame also includes a horizontal base frame, The roof frame and the sidewall frame and the wing frame symmetrically arranged at both ends of the main frame, the sidewall frame and the side frame are welded in parallel with steel pipes, and the steel pipes are pierced with steel bars for comparison and positioning Round steel, the horizontal bottom frame and the top surface of the roof tire frame are provided with precise positioning slots, and the brackets connected to both sides of the horizontal bottom frame are provided with chain hoist support rods for hanging chain hoists to pull the horizontal bottom frame and Limiting slot for adjusting the height of the horizontal chassis.
作为优选,为了保证高空作业安全,在所述水平底架两侧的支架上方设有施工平台,在所述施工平台的一侧设有安全爬梯,便于施工时施工人员上下施工平台。Preferably, in order to ensure the safety of high-altitude operations, a construction platform is provided above the brackets on both sides of the horizontal underframe, and a safety ladder is provided on one side of the construction platform, which is convenient for construction personnel to go up and down the construction platform during construction.
作为优选,所述施工平台上设有护栏,有效提高施工人员施工的安全性,降低了安全风险。Preferably, guardrails are provided on the construction platform, which effectively improves the construction safety of construction personnel and reduces safety risks.
作为优选,所述安全爬梯设置在施工平台高度较低的一侧,可以减少安全爬梯的长度,节省材料成本。Preferably, the safety ladder is arranged on the lower side of the construction platform, which can reduce the length of the safety ladder and save material costs.
作为优选,所述限位槽对称设置在水平底架两侧的支架的下侧,可以根据节段梁的截面调整水平底架的位置,进而使水平底架、支架和顶板胎架构成的主体钢筋胎架内轮廓与钢筋骨架外形相吻合。Preferably, the limiting grooves are arranged symmetrically on the underside of the brackets on both sides of the horizontal underframe, and the position of the horizontal underframe can be adjusted according to the section of the section beam, so that the main body composed of the horizontal underframe, the bracket and the roof frame The inner contour of the reinforced tire frame matches the shape of the reinforced skeleton.
作为优选,为了保证节段梁底板、顶板钢筋绑扎精度,所述精准定位卡槽均匀设置在水平底架和顶板胎架上,且与节段梁底板、顶板钢筋绑扎位置相匹配。Preferably, in order to ensure the binding accuracy of the steel bars on the bottom plate of the segmental beam and the top plate, the precise positioning slots are evenly arranged on the horizontal underframe and the tire frame of the roof, and match the binding positions of the steel bars on the bottom plate of the segmental beam and the top plate.
作为优选,为了满足现场施工的需要,所述主体胎架与节段梁模板的数量一致。Preferably, in order to meet the needs of on-site construction, the number of the main tire frame is consistent with that of the segment beam formwork.
与现有技术相比,本实用新型的有益之处是:可根据模板系统设计,同样将钢筋胎架划分为等量胎架,并对应节段梁截面变化方式,设置限位槽个数及位置,对应不同的模板系统进行相应的钢筋绑扎安装,保证能够定位多个截面的节段梁钢筋,省了施工成本,降低了高空作业安全风险,提高了施工质量和功效。Compared with the prior art, the utility model is beneficial in that: according to the design of the formwork system, the reinforced tire frame can also be divided into equal tire frames, and corresponding to the section beam section change mode, the number of limiting slots and the Position, corresponding to different formwork systems to carry out the corresponding steel binding installation, to ensure that the segmental beam steel bars of multiple sections can be positioned, saving construction costs, reducing the safety risk of high-altitude operations, and improving construction quality and efficiency.
附图说明:Description of drawings:
下面结合附图对本实用新型进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是本实用新型的侧视图;Fig. 2 is a side view of the utility model;
图3是本实用新型的定位钢管、圆钢结构示意图;Fig. 3 is the structural representation of positioning steel pipe and round steel of the present utility model;
图4是水平底架上精准定位卡槽结构示意图;Figure 4 is a schematic diagram of the structure of the precise positioning card slot on the horizontal chassis;
图5是顶板胎架上精准定位卡槽结构示意图;Figure 5 is a schematic diagram of the structure of the precise positioning slot on the roof frame;
图6是本实用新型的环链葫芦支撑杆结构示意图;Fig. 6 is a structural schematic diagram of the chain hoist support rod of the present utility model;
图7是本实用新型的限位槽结构示意图。Fig. 7 is a schematic diagram of the structure of the limiting groove of the present invention.
图中: 1、主体胎架;2、支架;3、水平底架;4、侧壁胎架;5、侧翼胎架;6、顶板胎架;7、钢管;8、圆钢;9、精准定位卡槽;10、施工平台;11、安全爬梯;12、护栏;13、环链葫芦支撑杆;14、限位槽。In the figure: 1. Main tire frame; 2. Bracket; 3. Horizontal bottom frame; 4. Side wall tire frame; 5. Side wing tire frame; 6. Top plate tire frame; 7. Steel pipe; Positioning card slot; 10, construction platform; 11, safety ladder; 12, guardrail; 13, chain hoist support rod; 14, limit slot.
具体实施方式:Detailed ways:
下面结合附图及具体实施方式对本实用新型进行详细描述:Below in conjunction with accompanying drawing and specific embodiment the utility model is described in detail:
如图1至图6所示,一种变截面节段梁可变式钢筋骨架施工胎架装置,所述装置包括主体胎架1和连接在胎架下方的支架2,主体胎架1包括水平底架3、侧壁胎架4、侧翼胎架5、顶板胎架6,侧壁胎架4、侧翼胎架5内侧焊接钢管7,钢管7内穿有用于钢筋比对定位的圆钢8,水平底架3、顶板胎架6顶面设置精准定位卡槽9,支架2顶部搭设施工平台10,施工平台10较低侧搭接安全爬梯11且设有护栏12,最内侧支架2上部设有用于挂设牵引水平底架3的环链葫芦支撑杆13,下部设有用于调节水平底架3高度的限位槽14,通过限位槽14调节水平底架3高度,使主体胎架1内轮廓与节段梁钢筋骨架外形相吻合,以便于绑扎钢筋。主体胎架1上设有精准定位卡槽9,在施工过程中用于精确定位钢筋,以便制作高规格的变截面节段梁钢筋骨架。As shown in Figures 1 to 6, a variable cross-section segmental beam variable steel frame construction tire frame device, the device includes a main tire frame 1 and a bracket 2 connected under the tire frame, the main tire frame 1 includes a horizontal Underframe 3, sidewall tire frame 4, side wing tire frame 5, roof tire frame 6, sidewall tire frame 4, side wing tire frame 5 welded steel pipe 7 inside, steel pipe 7 is pierced with round steel 8 for comparison and positioning of steel bars, The horizontal bottom frame 3 and the top surface of the top plate tire frame 6 are provided with precise positioning slots 9, and the top of the support 2 is equipped with a construction platform 10. The chain hoist support bar 13 that is hung on the traction horizontal underframe 3 is provided with a limit groove 14 for adjusting the height of the horizontal underframe 3 at the bottom, and the height of the horizontal underframe 3 is adjusted through the limit groove 14, so that the inside of the main tire frame 1 The profile matches the shape of the steel skeleton of the segmental beam, so as to facilitate the binding of the steel bars. The main tire frame 1 is provided with precise positioning slots 9, which are used for precise positioning of steel bars in the construction process, so as to manufacture high-standard variable-section segmental beam steel bar skeletons.
为了保证主体胎架1整体稳定性,支架2底端通过膨胀式锚固螺栓固定在地面基础预埋钢垫板上。In order to ensure the overall stability of the main tire frame 1, the bottom end of the bracket 2 is fixed on the pre-embedded steel backing plate of the ground foundation through expansion anchor bolts.
为了保证高空作业安全,支架2顶部搭设施工平台10,施工平台10较低侧搭接安全爬梯11,且设有护栏12。In order to ensure the safety of high-altitude operations, a construction platform 10 is built on the top of the support 2 , and a safety ladder 11 is connected to the lower side of the construction platform 10 , and guardrails 12 are provided.
为了保证腹板、翼板钢筋绑扎精度,侧壁胎架4、侧翼胎架5内侧对称焊接双排钢管7,钢管7内穿有用于钢筋比对定位的圆钢8,且与节段梁腹板、翼板钢筋绑扎位置相匹配。In order to ensure the binding accuracy of the web and wing plates, the inner sides of the side wall frame 4 and the wing frame 5 are symmetrically welded with double rows of steel pipes 7, and the steel pipes 7 are pierced with round steel bars 8 for comparison and positioning of the steel bars, and are aligned with the segmental beam webs. The binding positions of the plate and the wing plate are matched.
为了保证底板、顶板钢筋绑扎精度,水平底架3、顶板胎架6顶面设置精准定位卡槽9,且与节段梁底板、顶板钢筋绑扎位置相匹配。In order to ensure the binding accuracy of the steel bars on the bottom plate and roof plate, precise positioning slots 9 are provided on the top surfaces of the horizontal base frame 3 and the roof frame 6, and match the binding positions of the steel bars on the bottom plate and roof plate of the segmental beam.
为了使主体钢筋胎架1内轮廓与钢筋骨架外形相吻合,最内侧支架2上部设有用于挂设牵引水平底架3的环链葫芦支撑杆13,下部设有用于调节水平底架3高度的限位槽14,限位槽14数量及位置与节段梁的截面变化方式相对应。In order to make the inner contour of the main steel tire frame 1 coincide with the shape of the steel skeleton, the upper part of the innermost support 2 is provided with a chain hoist support rod 13 for hanging the traction horizontal underframe 3, and the lower part is provided with a height for adjusting the horizontal underframe 3 Limiting slots 14, the number and positions of the limiting slots 14 correspond to the section variation of the segmental beams.
为了满足现场施工,主体胎架1数量与变截面节段梁预制模板数量相同。In order to meet the on-site construction, the number of the main frame 1 is the same as the number of the prefabricated formwork of the variable cross-section segmental beam.
为了保证梁段实体保护层厚度,顶板胎架6、侧翼胎架5、侧壁胎架4斜壁段的安装斜率和尺寸与模板系统设计相对应。In order to ensure the thickness of the solid protective layer of the beam section, the installation slope and size of the inclined wall sections of the roof frame 6, side wing frame 5, and side wall frame 4 correspond to the design of the formwork system.
具体地,支架2底端通过膨胀式锚固螺栓,固定在地面基础预埋钢垫板上。支架2顶部搭设施工平台10,施工平台10较低侧搭接安全爬梯11且设有护栏12。水平底架3水平搭设在支架2上,顶面设置与底板钢筋绑扎位置相匹配的精准定位卡槽9,定位卡槽9与节段梁底板钢筋绑扎位置相匹配。两侧侧壁胎架4对称设置,与水平底架3顶端连接,内侧对称焊接双排钢管7,钢管7内穿有用于钢筋比对定位的圆钢8,圆钢8与节段梁腹板钢筋绑扎位置相匹配。两侧侧翼胎架5对称设置,与侧壁胎架4顶端连接,内侧对称焊接双排钢管7,钢管7内穿有用于钢筋比对定位的圆钢8,圆钢8与节段梁翼板钢筋绑扎位置相匹配。顶板胎架6与侧翼胎架5顶端连接,顶面设置与顶板钢筋绑扎位置相匹配的精准定位卡槽9,定位卡槽9与节段梁顶板钢筋绑扎位置相匹配。顶板胎架6、侧翼胎架5、侧壁胎架4斜壁段的安装斜率和尺寸与模板系统设计相对应。最内侧支架2上部设置用于挂设环链葫芦牵引水平底架3的环链葫芦支撑杆13,下部设置用于调节水平底架3高度的限位槽14,数量及位置与节段梁的截面变化方式相对应。通过限位槽14调节水平底架3高度,从而改变节段梁底板宽度和梁高,使主体胎架1内轮廓与节段梁钢筋骨架外形相吻合,以便于绑扎钢筋。Specifically, the bottom end of the bracket 2 is fixed to the embedded steel backing plate of the ground foundation through expansion anchor bolts. A construction platform 10 is built on the top of the support 2 , and a safety ladder 11 is built on the lower side of the construction platform 10 and a guardrail 12 is provided. The horizontal underframe 3 is horizontally erected on the support 2, and the top surface is provided with a precise positioning slot 9 matching the binding position of the bottom plate steel bar, and the positioning slot 9 matches the binding position of the segmental beam bottom plate steel bar. The sidewall tire frames 4 on both sides are arranged symmetrically, connected to the top of the horizontal base frame 3, and the inner side is symmetrically welded with double rows of steel pipes 7, the steel pipes 7 are pierced with round steel 8 for comparison and positioning of steel bars, and the round steel 8 is connected to the segmental beam web Match the location of the reinforcement ties. The flank tire frames 5 on both sides are arranged symmetrically, connected with the top of the sidewall tire frame 4, and the inner side is symmetrically welded with double rows of steel pipes 7, and the steel pipes 7 are pierced with round steel bars 8 for comparison and positioning of steel bars, and the round steel bars 8 are connected to the segment beam flange Match the location of the reinforcement ties. The roof frame 6 is connected to the top of the wing frame 5, and the top surface is provided with a precise positioning slot 9 matching the binding position of the roof reinforcement, and the positioning slot 9 matches the binding position of the segmental beam roof reinforcement. The installation slope and size of the inclined wall sections of the top plate tire frame 6, the side wing tire frame 5, and the side wall tire frame 4 correspond to the formwork system design. The upper part of the innermost bracket 2 is provided with a chain hoist support rod 13 for hanging the chain hoist to pull the horizontal underframe 3, and the lower part is provided with a limit groove 14 for adjusting the height of the horizontal underframe 3, the number and position of which are the same as those of the segmental beam. Corresponding to the way of section change. The height of the horizontal underframe 3 is adjusted through the limiting groove 14, thereby changing the width and height of the segmental beam bottom plate, so that the inner contour of the main tire frame 1 matches the profile of the segmental beam reinforcement skeleton, so as to bind the reinforcement.
总之,以上仅是本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,凡是依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本实用新型专利的涵盖范围。In a word, the above are only preferred embodiments of the utility model, and are not intended to limit the utility model in any form. Any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the utility model are all valid. Still belong to the scope of coverage of the utility model patent.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720914292.9U CN207227958U (en) | 2017-07-26 | 2017-07-26 | Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720914292.9U CN207227958U (en) | 2017-07-26 | 2017-07-26 | Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207227958U true CN207227958U (en) | 2018-04-13 |
Family
ID=61854939
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720914292.9U Expired - Fee Related CN207227958U (en) | 2017-07-26 | 2017-07-26 | Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207227958U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107386119A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | A kind of variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
CN109295858A (en) * | 2018-10-12 | 2019-02-01 | 中铁宝桥(扬州)有限公司 | The overall package moulding bed and its working method of a kind of double-walled combination bridge tower steel shell segment |
CN110539099A (en) * | 2019-09-27 | 2019-12-06 | 中交第一航务工程局有限公司 | adjustable jig frame for positioning precast beam guardrail reinforcing steel bars and construction method thereof |
-
2017
- 2017-07-26 CN CN201720914292.9U patent/CN207227958U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107386119A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | A kind of variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device |
CN109295858A (en) * | 2018-10-12 | 2019-02-01 | 中铁宝桥(扬州)有限公司 | The overall package moulding bed and its working method of a kind of double-walled combination bridge tower steel shell segment |
CN109295858B (en) * | 2018-10-12 | 2023-11-28 | 中铁宝桥(扬州)有限公司 | Integral assembly jig frame for steel shell sections of double-wall combined bridge tower and working method thereof |
CN110539099A (en) * | 2019-09-27 | 2019-12-06 | 中交第一航务工程局有限公司 | adjustable jig frame for positioning precast beam guardrail reinforcing steel bars and construction method thereof |
CN110539099B (en) * | 2019-09-27 | 2024-03-12 | 中交第一航务工程局有限公司 | Adjustable jig frame for positioning reinforcement bars of precast beam guardrails and construction method of adjustable jig frame |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201605810U (en) | A type steel beam self-supporting lifting formwork supporting device | |
CN104631343A (en) | Self-travelling diamond-shaped pin-connected truss-type form traveler structure and form traveler travelling and constructing method | |
CN105568854B (en) | Shaped form fish-bellied type cast-in-situ steel reinforced concrete box girder construction method waterborne | |
CN206607863U (en) | A kind of post-cast strip temporary support structure | |
CN114481874B (en) | Prefabricated door type frame assembled box culvert and construction method | |
CN107386119A (en) | A kind of variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device | |
CN102392536A (en) | Construction method for long-span hanging vestibule type template support system | |
CN207227958U (en) | Variable cross-section beam sections type variable framework of steel reinforcement construction moulding bed device | |
CN203270461U (en) | Bailey beam support without buttress in soft foundation | |
CN110409318B (en) | Assembling and erecting method for large-span simply-supported steel-concrete composite beam | |
CN207315404U (en) | Municipal tunnel big cross section culvert and piping lane trolley | |
CN206942245U (en) | Prefabricated case beam tie with reinforcing bar construction frame | |
CN202544854U (en) | Lining trolley for subway station | |
CN103469735B (en) | The installation method of the formwork of the solid section of the pier top of the hollow column and slab pier with curved superelevation | |
CN109440624A (en) | A kind of open web type concrete filled steel tube tie-rod overlapping arch is put more energy into web and continuous beam | |
CN108560428A (en) | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams | |
CN210685373U (en) | Trolley system suitable for concrete structure factory building construction | |
CN206902913U (en) | A kind of high-altitude long-span overhung structure | |
CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
CN205936645U (en) | A full liquid die plate system for culvert is pour | |
CN208039060U (en) | A kind of steel box arch rib bowstring arch bridge binder steel skeleton external wrapping concrete hangs die body system | |
CN202185966U (en) | Novel U-shaped beam hydraulic internal mold | |
CN105464000B (en) | A kind of cast-in-situ box girder moving die plate | |
CN201588172U (en) | Integral single-tower non-dorsal-cord cable-stayed-bridge king tower lifting template | |
CN206233115U (en) | A kind of supporting bracket of bridge construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 215000 No. 1 Building, Zhongjiao Famous Brand Business Plaza, 876 Changjiang Road, Suzhou High-tech Zone, Jiangsu Province Co-patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee after: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 215000 No. 1 Building, Zhongjiao Famous Brand Business Plaza, 876 Changjiang Road, Suzhou High-tech Zone, Jiangsu Province Co-patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee before: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
|
CP01 | Change in the name or title of a patent holder | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 |
|
CF01 | Termination of patent right due to non-payment of annual fee |