CN207862974U - The quick support shuttering system of city integrated piping lane construction - Google Patents
The quick support shuttering system of city integrated piping lane construction Download PDFInfo
- Publication number
- CN207862974U CN207862974U CN201820137424.6U CN201820137424U CN207862974U CN 207862974 U CN207862974 U CN 207862974U CN 201820137424 U CN201820137424 U CN 201820137424U CN 207862974 U CN207862974 U CN 207862974U
- Authority
- CN
- China
- Prior art keywords
- formwork
- hydraulic
- pipe gallery
- warehouse
- construction
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
本实用新型公开了城市综合管廊施工快速支撑模板系统,它包括综合廊道底板,所述综合廊道底板上固定有多个不等间距布置的待浇筑仓体隔墙座,所述待浇筑仓体隔墙座的顶部设置有模板装置,所述模板装置上安装有用于模板固定的张拉机构,相邻待浇筑仓体隔墙座顶部的模板装置之间固定安装有多根水平张紧机构,所述模板装置的顶部模板下端面固定安装有液压斜撑安装装置,所述液压斜撑安装装置上固定安装有液压撑紧机构。该支撑模板系统能够用于城市综合管廊的快速施工,而且此模板系统的搭建过程方便快捷,在一个仓面浇筑完成之后能够快速的移动到下一个仓面,进而提高了施工效率。
The utility model discloses a rapid support formwork system for the construction of an urban comprehensive pipe gallery. A formwork device is provided on the top of the partition wall seat of the warehouse body, and a tensioning mechanism for fixing the formwork is installed on the template device, and a plurality of horizontal tensioning rods are fixedly installed between the formwork devices adjacent to the top of the partition wall seat of the warehouse body to be poured. Mechanism, the lower end surface of the top template of the template device is fixedly installed with a hydraulic diagonal brace installation device, and a hydraulic tensioning mechanism is fixedly installed on the hydraulic diagonal brace installation device. The support formwork system can be used for the rapid construction of urban comprehensive pipe gallery, and the construction process of the formwork system is convenient and quick, and can be quickly moved to the next warehouse surface after the pouring of one warehouse surface, thereby improving the construction efficiency.
Description
技术领域technical field
本实用新型属于地下管廊施工技术领域,具体涉及一种城市综合管廊施工快速支撑模板系统。The utility model belongs to the technical field of construction of an underground pipe gallery, and in particular relates to a rapid support formwork system for the construction of an urban comprehensive pipe gallery.
背景技术Background technique
城市地下综合管廊工程是指在城市地下建造一个市政共用隧道,将电力、通信、供水、燃气等多种市政管线集于一体,实行“统一规划、统一建设、统一管理”,以做到地下空间的综合利用和资源的共享。是保障城市运行的重要基础设施和“生命线”。它是实施统一规划、设计、施工和维护,建于城市地下用于敷设市政公用管线的市政公用设施。地下综合管廊对满足民生基本需求和提高城市综合承载力发挥着重要作用。The urban underground comprehensive pipe corridor project refers to the construction of a municipal shared tunnel underground in the city, which integrates various municipal pipelines such as electricity, communication, water supply, and gas, and implements "unified planning, unified construction, and unified management" to achieve underground Comprehensive utilization of space and sharing of resources. It is an important infrastructure and "lifeline" to ensure the operation of the city. It is a municipal public facility that implements unified planning, design, construction and maintenance, and is built underground in the city for laying municipal public pipelines. The underground comprehensive utility corridor plays an important role in meeting the basic needs of people's livelihood and improving the comprehensive carrying capacity of the city.
目前地下管廊施工常用的方式有:明挖现浇施工技术、明挖预制拼装技术,其中在明挖现浇施工过程中,需要进行立模浇筑,由于地下综合管廊属于全地下工程,且舱室设计要求气密性极高,传统的建筑模板体系无法完成地下管廊的施工要求。同时传统的施工模板搭建过程比较繁琐,施工周期长,无法适应大规模快速施工要求。At present, the commonly used methods for the construction of underground pipe galleries are: open-cut and cast-in-place construction technology, open-cut and prefabricated assembly technology. The cabin design requires extremely high airtightness, and the traditional building formwork system cannot meet the construction requirements of the underground pipe gallery. At the same time, the traditional construction formwork construction process is cumbersome and the construction period is long, which cannot meet the requirements of large-scale and rapid construction.
实用新型内容Utility model content
本实用新型的目的在于提供城市综合管廊施工快速支撑模板系统,该支撑模板系统能够用于城市综合管廊的快速施工,而且此模板系统的搭建过程方便快捷,在一个仓面浇筑完成之后能够快速的移动到下一个仓面,进而提高了施工效率。The purpose of this utility model is to provide a rapid support formwork system for the construction of urban comprehensive pipe gallery. The support formwork system can be used for the rapid construction of urban comprehensive pipe gallery, and the construction process of this formwork system is convenient and fast. Quickly move to the next warehouse surface, thereby improving the construction efficiency.
为了实现上述的技术特征,本实用新型的目的是这样实现的:城市综合管廊施工快速支撑模板系统,它包括综合廊道底板,所述综合廊道底板上固定有多个不等间距布置的待浇筑仓体隔墙座,所述待浇筑仓体隔墙座的顶部设置有模板装置,所述模板装置上安装有用于模板固定的张拉机构,相邻待浇筑仓体隔墙座顶部的模板装置之间固定安装有多根水平张紧机构,所述模板装置的顶部模板下端面固定安装有液压斜撑安装装置,所述液压斜撑安装装置上固定安装有液压撑紧机构。In order to achieve the above-mentioned technical features, the purpose of this utility model is achieved in the following way: the rapid support formwork system for the construction of urban comprehensive pipe gallery, which includes a comprehensive corridor bottom plate, and the comprehensive corridor bottom plate is fixed with a plurality of unequal spacing arrangements. The partition wall seat of the warehouse body to be poured, the top of the partition wall seat of the warehouse body to be poured is provided with a formwork device, and a tensioning mechanism for template fixing is installed on the template device, A plurality of horizontal tensioning mechanisms are fixedly installed between the template devices, and a hydraulic brace installation device is fixedly installed on the lower end surface of the top template of the template device, and a hydraulic tensioning mechanism is fixedly installed on the hydraulic brace installation device.
所述模板装置包括外侧立模和内侧立模,所述内侧立模的顶部设置有边角导模板,在相邻的两块内侧立模的顶部固定有顶部模板,所述内侧立模的外侧壁上固定有多个焊接基座,所述焊接基座之间连接水平张紧机构。The formwork device includes an outer vertical form and an inner vertical form. The top of the inner vertical form is provided with a corner guide plate, and a top template is fixed on the top of two adjacent inner vertical forms. The outer side of the inner vertical form A plurality of welding bases are fixed on the wall, and a horizontal tensioning mechanism is connected between the welding bases.
所述张拉机构包括止水对拉螺杆,所述止水对拉螺杆上套装有止漏螺帽和张紧螺母,所述止水对拉螺杆固定安装在模板装置的外侧立模和内侧立模上。The tensioning mechanism includes a water-stop anti-pull screw, and a leak-proof nut and a tension nut are set on the water-stop anti-pull screw. mold on.
所述水平张紧机构包括张紧套筒,所述张紧套筒的两端分别通过螺纹传动配合安装有第一张紧螺杆和第二张紧螺杆,所述第一张紧螺杆和第二张紧螺杆的另一端分别铰接在模板装置的焊接基座上。The horizontal tensioning mechanism includes a tensioning sleeve, and the two ends of the tensioning sleeve are respectively fitted with a first tensioning screw and a second tensioning screw through screw transmission, and the first tensioning screw and the second The other ends of the tensioning screw rods are respectively hinged on the welding base of the formwork device.
所述液压斜撑安装装置包括连接顶板,所述连接顶板的底端倒置固定有第一支撑柱和第二支撑柱,所述第一支撑柱和第二支撑柱之间固定有加强横梁。The hydraulic brace installation device includes a connecting top plate, a first support column and a second support column are fixed upside down on the bottom end of the connection top plate, and a reinforcing beam is fixed between the first support column and the second support column.
所述液压撑紧机构包括第一液压缸和第二液压缸,所述第一液压缸铰接在液压斜撑安装装置的第一支撑柱上,其活塞杆末端铰接在模板装置的焊接基座上;所述第二液压缸铰接在液压斜撑安装装置的第二支撑柱上,其活塞杆末端铰接在模板装置的焊接基座上,所述第一液压缸和第二液压缸呈交叉布置或者外“八”字布置。The hydraulic tensioning mechanism includes a first hydraulic cylinder and a second hydraulic cylinder, the first hydraulic cylinder is hinged on the first support column of the hydraulic brace installation device, and the end of its piston rod is hinged on the welding base of the formwork device The second hydraulic cylinder is hinged on the second support column of the hydraulic brace installation device, and the end of its piston rod is hinged on the welding base of the formwork device, and the first hydraulic cylinder and the second hydraulic cylinder are arranged in a cross or The outer "eight" character layout.
所述综合廊道底板顶部的待浇筑仓体隔墙座将城市综合管廊分隔成天燃气仓、电力仓、蒸汽仓和综合仓。The warehouse body partition wall seat to be poured on the top of the bottom plate of the comprehensive corridor separates the urban comprehensive pipe gallery into a natural gas warehouse, an electric power warehouse, a steam warehouse and a comprehensive warehouse.
本实用新型有如下有益效果:The utility model has the following beneficial effects:
通过采用上述的支撑模板系统,能够方便快捷的应用于城市综合管廊浇筑的快速施工,此模板系统搭建方便,而且结构稳定,在浇筑过程中,通过所述的水平张紧机构能够方便的调节模板的间距,进而保证所浇筑的管廊隔板墙体的一致性;此外通过液压撑紧机构不仅方便了立模过程,还方便了后续的拆模过程,在拆模过程中,只需要松开第一液压缸和第二液压缸即可实现模板的拆除作业;在一段浇筑完成之后可以方便的移动到下一段进行浇筑,进而提高了浇筑效率,降低了作业人员的劳动强度。By using the above-mentioned supporting formwork system, it can be conveniently and quickly applied to the rapid construction of urban comprehensive pipe gallery pouring. This formwork system is easy to build and has a stable structure. During the pouring process, the horizontal tension mechanism can be easily adjusted. The spacing of the formwork ensures the consistency of the poured pipe gallery partition wall; in addition, the hydraulic tensioning mechanism not only facilitates the formwork erection process, but also facilitates the subsequent formwork removal process. During the formwork removal process, only need to loosen Opening the first hydraulic cylinder and the second hydraulic cylinder can realize the dismantling of the formwork; after one stage of pouring is completed, it can be conveniently moved to the next stage for pouring, thereby improving the pouring efficiency and reducing the labor intensity of the operators.
附图说明Description of drawings
下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1为本实用新型整体结构示意图。Figure 1 is a schematic diagram of the overall structure of the utility model.
图中:模板装置1、张拉机构2、液压斜撑安装装置3、水平张紧机构4、液压撑紧机构5、天燃气仓6、待浇筑仓体隔墙座7、综合廊道底板8、电力仓9、蒸汽仓10、综合仓11;In the figure: template device 1, tensioning mechanism 2, hydraulic diagonal brace installation device 3, horizontal tensioning mechanism 4, hydraulic tensioning mechanism 5, natural gas warehouse 6, warehouse body partition wall seat to be poured 7, integrated corridor floor 8 , power storehouse 9, steam storehouse 10, comprehensive storehouse 11;
内侧立模101、外侧立模102、顶部模板103、焊接基座104、边角导模板105;Inner vertical formwork 101, outer vertical formwork 102, top formwork 103, welding base 104, corner guide formwork 105;
止漏螺帽201、止水对拉螺杆202、张紧螺母203;Leakage-stop nut 201, water-stop pulling screw 202, tension nut 203;
连接顶板301、加强横梁302、第一支撑柱303、第二支撑柱304;Connect the top plate 301, the reinforced beam 302, the first support column 303, and the second support column 304;
第一张紧螺杆401、张紧套筒402、第二张紧螺杆403;The first tensioning screw 401, the tensioning sleeve 402, the second tensioning screw 403;
第一液压缸501、第二液压缸502。The first hydraulic cylinder 501 and the second hydraulic cylinder 502 .
具体实施方式Detailed ways
下面结合附图对本实用新型的实施方式做进一步的说明。Embodiments of the present utility model will be further described below in conjunction with the accompanying drawings.
如图1所示,城市综合管廊施工快速支撑模板系统,它包括综合廊道底板8,所述综合廊道底板8上固定有多个不等间距布置的待浇筑仓体隔墙座7,所述待浇筑仓体隔墙座7的顶部设置有模板装置1,所述模板装置1上安装有用于模板固定的张拉机构2,相邻待浇筑仓体隔墙座7顶部的模板装置1之间固定安装有多根水平张紧机构4,所述模板装置1的顶部模板103下端面固定安装有液压斜撑安装装置3,所述液压斜撑安装装置3上固定安装有液压撑紧机构5。通过采用上述的支撑模板系统,能够用于城市综合管廊的快速施工,在保证施工质量的同时,提高了施工效率。As shown in Figure 1, the rapid support formwork system for urban comprehensive pipe gallery construction includes a comprehensive corridor floor 8 on which a plurality of warehouse body partition wall seats 7 to be poured are fixed at unequal intervals. The top of the warehouse body partition wall seat 7 to be poured is provided with a template device 1, and the template device 1 is equipped with a tensioning mechanism 2 for template fixing, and the template device 1 adjacent to the top of the warehouse body partition wall seat 7 to be poured A plurality of horizontal tensioning mechanisms 4 are fixedly installed between them, and a hydraulic brace installation device 3 is fixedly installed on the lower end surface of the top template 103 of the template device 1, and a hydraulic tensioning mechanism is fixedly installed on the hydraulic brace installation device 3 5. By adopting the above-mentioned supporting formwork system, it can be used in the rapid construction of urban comprehensive pipe gallery, and the construction efficiency is improved while ensuring the construction quality.
进一步的,所述模板装置1包括外侧立模102和内侧立模101,所述内侧立模101的顶部设置有边角导模板105,在相邻的两块内侧立模101的顶部固定有顶部模板103,所述内侧立模101的外侧壁上固定有多个焊接基座104,所述焊接基座104之间连接水平张紧机构4。上述的外侧立模102用于管廊整个外墙体的浇筑立模,进而保证了外墙的质量,所述的内侧立模101用于支撑管廊的内腔体,对内墙体进行立模支撑,此外通过所述的顶部模板103能够用于顶模的浇筑,通过所述的焊接基座104能够用于和支撑装置相连。Further, the formwork device 1 includes an outer vertical formwork 102 and an inner vertical formwork 101, the top of the inner vertical formwork 101 is provided with a corner guide plate 105, and tops are fixed on the tops of two adjacent inner vertical formworks 101. The template 103, the outer wall of the inner vertical form 101 is fixed with a plurality of welding bases 104, and the horizontal tensioning mechanism 4 is connected between the welding bases 104. The above-mentioned outer vertical formwork 102 is used for pouring the entire outer wall of the pipe gallery, thereby ensuring the quality of the outer wall, and the inner vertical formwork 101 is used for supporting the inner cavity of the pipe gallery, and vertically erecting the inner wall. Form support, in addition, can be used for pouring the top form through the top formwork 103, and can be used to connect with the support device through the welding base 104.
进一步的,所述张拉机构2包括止水对拉螺杆202,所述止水对拉螺杆202上套装有止漏螺帽201和张紧螺母203,所述止水对拉螺杆202固定安装在模板装置1的外侧立模102和内侧立模101上。通过采用上述的张拉机构2工作过程中,通过止水对拉螺杆202能够将相邻的两块模板之间进行固定,通过所述的止漏螺帽201起到了止漏的目的。Further, the tensioning mechanism 2 includes a water-stop anti-pull screw 202, and the water-stop anti-pull screw 202 is covered with a leak-proof nut 201 and a tension nut 203, and the water-stop anti-pull screw 202 is fixedly installed on the On the outer vertical mold 102 and the inner vertical mold 101 of the formwork device 1 . By adopting the above-mentioned tensioning mechanism 2 in the working process, the two adjacent templates can be fixed by the water-stop pulling screw 202 , and the purpose of leak-proofing is achieved by the leak-proof nut 201 .
进一步的,所述水平张紧机构4包括张紧套筒402,所述张紧套筒402的两端分别通过螺纹传动配合安装有第一张紧螺杆401和第二张紧螺杆403,所述第一张紧螺杆401和第二张紧螺杆403的另一端分别铰接在模板装置1的焊接基座104上。通过所述的张紧套筒402,工作过程中,当需要调节模板之间的间距时,只需要转动张紧套筒402,通过张紧套筒402带动两端的第一张紧螺杆401和第二张紧螺杆403进而对模板进行固定。Further, the horizontal tensioning mechanism 4 includes a tensioning sleeve 402, and the two ends of the tensioning sleeve 402 are respectively fitted with a first tensioning screw 401 and a second tensioning screw 403 through threaded transmission. The other ends of the first tensioning screw 401 and the second tensioning screw 403 are respectively hinged on the welding base 104 of the template device 1 . Through the tensioning sleeve 402, during the working process, when the distance between the templates needs to be adjusted, only the tensioning sleeve 402 needs to be rotated, and the first tensioning screw 401 and the second tensioning screw 401 at both ends are driven by the tensioning sleeve 402. Two tensioning screw rods 403 further fix the template.
进一步的,所述液压斜撑安装装置3包括连接顶板301,所述连接顶板301的底端倒置固定有第一支撑柱303和第二支撑柱304,所述第一支撑柱303和第二支撑柱304之间固定有加强横梁302。通过所述的液压斜撑安装装置3能够用于固定安装液压撑紧机构5。Further, the hydraulic brace installation device 3 includes a connection top plate 301, the bottom end of the connection top plate 301 is fixed upside down with a first support column 303 and a second support column 304, and the first support column 303 and the second support column Reinforcing beams 302 are fixed between the columns 304 . The hydraulic brace installation device 3 can be used for fixed installation of the hydraulic brace mechanism 5 .
进一步的,所述液压撑紧机构5包括第一液压缸501和第二液压缸502,所述第一液压缸501铰接在液压斜撑安装装置3的第一支撑柱303上,其活塞杆末端铰接在模板装置1的焊接基座104上;所述第二液压缸502铰接在液压斜撑安装装置3的第二支撑柱304上,其活塞杆末端铰接在模板装置1的焊接基座104上,所述第一液压缸501和第二液压缸502呈交叉布置或者外“八”字布置。工作过程中,当需要撑紧模板装置时,只需要启动第一液压缸501和第二液压缸502,进而推动活塞杆,进而通过活塞杆顶紧模板,实现模板的固定。Further, the hydraulic tensioning mechanism 5 includes a first hydraulic cylinder 501 and a second hydraulic cylinder 502, the first hydraulic cylinder 501 is hinged on the first support column 303 of the hydraulic brace installation device 3, and the end of its piston rod Hinged on the welding base 104 of the template device 1; the second hydraulic cylinder 502 is hinged on the second support column 304 of the hydraulic brace installation device 3, and the end of its piston rod is hinged on the welding base 104 of the template device 1 , the first hydraulic cylinder 501 and the second hydraulic cylinder 502 are in a cross arrangement or an outer "eight" arrangement. During the working process, when the template device needs to be tightened, it is only necessary to start the first hydraulic cylinder 501 and the second hydraulic cylinder 502, and then push the piston rod, and then tighten the template through the piston rod, so as to realize the fixing of the template.
当浇筑完成,拆模过程中,只需要送开液压缸,整体搬运上述的支撑模板系统即可。When the pouring is completed and the formwork is removed, it is only necessary to send the hydraulic cylinder away and move the above-mentioned supporting formwork system as a whole.
进一步的,所述综合廊道底板8顶部的待浇筑仓体隔墙座7将城市综合管廊分隔成天燃气仓6、电力仓9、蒸汽仓10和综合仓11。通过分隔成不同的仓室,满足城市管廊建设需要。Further, the warehouse body partition wall seat 7 to be poured on the top of the comprehensive corridor bottom plate 8 divides the urban comprehensive pipeline corridor into a natural gas warehouse 6 , an electric power warehouse 9 , a steam warehouse 10 and a comprehensive warehouse 11 . By separating into different warehouses, it meets the construction needs of urban pipe corridors.
本实用新型的工作过程和工作原理:Working process and working principle of the present utility model:
当需要进行城市综合管廊施工时,首先安装模板装置1,然后在模板装置1之间安装张拉机构2、液压斜撑安装装置3、水平张紧机构4和液压撑紧机构5,待上述装置安装完成之后,调节好模板之间的距离;最终,开始进行浇筑,待浇筑完成之后,混凝土凝固好之后,需要拆模时,只需要送开液压缸,进而松开模板装置,再整体搬运上述的支撑模板系统即可。When it is necessary to carry out the construction of the urban comprehensive pipe gallery, the formwork device 1 is first installed, and then the tensioning mechanism 2, the hydraulic brace installation device 3, the horizontal tensioning mechanism 4 and the hydraulic tensioning mechanism 5 are installed between the formwork devices 1, and the above-mentioned After the installation of the device is completed, adjust the distance between the formwork; finally, start pouring, after the pouring is completed, after the concrete is solidified, when the formwork needs to be removed, you only need to send the hydraulic cylinder away, and then loosen the formwork device, and then carry it as a whole The above-mentioned supporting formwork system is sufficient.
上述实施例用来解释说明本实用新型,而不是对本实用新型进行限制,在本实用新型的精神和权利要求的保护范围内,对本实用新型做出的任何修改和改变,都落入本实用新型的保护范围。The above-described embodiments are used to explain the utility model, rather than to limit the utility model. Within the spirit of the utility model and the protection scope of the claims, any modifications and changes made to the utility model all fall into the scope of the utility model. scope of protection.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820137424.6U CN207862974U (en) | 2018-01-26 | 2018-01-26 | The quick support shuttering system of city integrated piping lane construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820137424.6U CN207862974U (en) | 2018-01-26 | 2018-01-26 | The quick support shuttering system of city integrated piping lane construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207862974U true CN207862974U (en) | 2018-09-14 |
Family
ID=63458965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820137424.6U Expired - Fee Related CN207862974U (en) | 2018-01-26 | 2018-01-26 | The quick support shuttering system of city integrated piping lane construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207862974U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914364A (en) * | 2021-11-30 | 2022-01-11 | 中国二十冶集团有限公司 | Comprehensive pipe gallery construction method and one-side formwork structure of side wall of comprehensive pipe gallery |
-
2018
- 2018-01-26 CN CN201820137424.6U patent/CN207862974U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914364A (en) * | 2021-11-30 | 2022-01-11 | 中国二十冶集团有限公司 | Comprehensive pipe gallery construction method and one-side formwork structure of side wall of comprehensive pipe gallery |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107142960A (en) | A kind of city piping lane construction method | |
| CN206053131U (en) | Precast floor slab steel reinforcement cage component and floor | |
| CN106801436A (en) | A kind of construction method for overlapping assembled underground pipe gallery | |
| CN103031892A (en) | Steel truss brace and manufacturing method for steel truss platform | |
| CN108265749A (en) | A kind of combined steel template and application method for municipal administration synthesis pipe gallery | |
| CN111550045B (en) | Secondary grouting steel formwork for embedded steel column foot plate and construction method thereof | |
| CN205954678U (en) | Prefabricated utility tunnel hoisting point structure of assembled | |
| CN105586987B (en) | Open trench tunnel open type agent structure side wall Bailey bracket formwork and its construction technology | |
| CN208201919U (en) | A kind of piping lane monoblock type, which is quickly pacified, tears aluminium alloy mould bases support construction open | |
| CN207582498U (en) | Mould trolley in a kind of pipe gallery | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN217975409U (en) | A device for detachable anchor bolts at the side wall formwork armpit corners of subway stations | |
| CN206174482U (en) | Outsourcing concrete ring beam reinforcing bar integral erection device of no bracket steel -pipe column | |
| CN215630118U (en) | Movable aluminum mould board piping lane pours shaping structure in succession | |
| CN105569070B (en) | The method for pouring large-size concrete beam column | |
| CN205296081U (en) | Full section assembled steel form of cast -in -place corridor of dam | |
| CN205711974U (en) | A kind of Retaining Wall | |
| CN211080301U (en) | Side wall formwork structure of shield shaft in subway station | |
| CN105756067B (en) | A kind of method of horizontal temporary support support replacement in deep basal pit | |
| CN209907886U (en) | An adjustable prefabricated stair construction platform | |
| CN206753040U (en) | The box-like external corner building template of tool group | |
| CN203008232U (en) | Steel truss strut | |
| CN203285058U (en) | Wall body formwork vertical supporting device | |
| CN115787504A (en) | Construction method of hanger platform and hollow tower pier top solid section | |
| CN208121804U (en) | A kind of combined steel template for municipal administration synthesis pipe gallery |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180914 |