CN209722749U - An operation and adjustment platform for hollow thin-walled pier with variable cross-section - Google Patents
An operation and adjustment platform for hollow thin-walled pier with variable cross-section Download PDFInfo
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Abstract
Description
技术领域technical field
本实用新型涉及建筑工程技术领域,特别是涉及一种变截面空心薄壁墩操作调节平台。The utility model relates to the technical field of construction engineering, in particular to an operation and adjustment platform for a variable-section hollow thin-walled pier.
背景技术Background technique
在现代桥梁施工中,特别是在高墩施工的过程中,滑翻结合施工工艺因其优良的施工效果受到施工人员的喜爱,但是在变截面空心薄壁墩施工过程中,随着墩身尺寸变化,给墩身操作平台设计带来不小困难,由于传统操作平台只适用于等截面高墩施工,无法解决墩身下部粗,上部窄,在上部操作平台无法正常施工问题。若需要进行继续施工,就需要施工人员对操作平台进行一系列的现场拆装,在拆装的过程中不仅容易对施工人员的安全造成一定的影响,同时也容易延缓施工进度,增加施工操作成本。In modern bridge construction, especially in the process of high pier construction, the slip-turning combined construction technology is favored by construction workers because of its excellent construction effect. The change has brought great difficulties to the design of the pier operation platform. Since the traditional operation platform is only suitable for the construction of high piers with equal cross-sections, it cannot solve the problem that the pier body is thick at the bottom and narrow at the top, and cannot be normally constructed on the upper operation platform. If it is necessary to continue the construction, it is necessary for the construction personnel to carry out a series of on-site disassembly and assembly of the operation platform. During the disassembly and assembly process, it will not only easily affect the safety of the construction personnel, but also easily delay the construction progress and increase the construction operation cost. .
因此,针对现有技术不足,提供一种变截面空心薄壁墩操作调节平台以克服现有技术不足甚为必要。Therefore, aiming at the deficiencies of the prior art, it is very necessary to provide an operation adjustment platform for hollow thin-walled piers with variable cross-sections to overcome the deficiencies of the prior art.
发明内容Contents of the invention
本实用新型的目的在于避免现有技术的不足之处而提供一种变截面空心薄壁墩操作调节平台,该变截面空心薄壁墩操作调节平台能够在施工时自动根据变截面空心薄壁墩的内部空间大小进行调节,提高施工进度,降低施工成本。The purpose of this utility model is to avoid the deficiencies of the prior art and provide an operation and adjustment platform for hollow thin-walled piers with variable cross-sections. The operation and adjustment platform for hollow thin-walled piers with variable cross-sections can automatically The size of the internal space can be adjusted to improve the construction progress and reduce the construction cost.
本实用新型的上述目的通过如下技术手段实现。The above-mentioned purpose of the utility model is achieved through the following technical means.
提供一种变截面空心薄壁墩操作调节平台,设置有内模操作平台、外模操作平台以及伸缩支撑架,伸缩支撑架的两端分别固定有外模操作平台,内模操作平台与伸缩支撑架的中部固定连接。An operation and adjustment platform for hollow thin-walled pier with variable cross-section is provided, which is provided with an inner mold operation platform, an outer mold operation platform and a telescopic support frame, and the two ends of the telescopic support frame are respectively fixed with the outer mold operation platform, the inner mold operation platform and the telescopic support The middle part of the rack is fixedly connected.
优选的,将伸缩支撑架设置有第一支撑杆、第二支撑杆以及第三支撑杆;Preferably, the telescopic support frame is provided with a first support rod, a second support rod and a third support rod;
优选的,第一支撑杆的一端、第二支撑杆的一端、第三支撑杆的一端分别与内模操作平台依次固定连接。Preferably, one end of the first support rod, one end of the second support rod, and one end of the third support rod are respectively fixedly connected to the inner mold operating platform in sequence.
优选的,将第一支撑杆的用于与内模操作平台的连接的一段定义为第一滑动区域、将第二支撑杆的用于与内模操作平台的连接的一段定义为第二滑动区域、将第三支撑杆用于与内模操作平台的连接的一段定义为第三滑动区域;Preferably, a section of the first support rod used for connection with the inner model operation platform is defined as the first sliding area, and a section of the second support rod used for connection with the inner model operation platform is defined as the second sliding area , defining a section of the third support rod used for connection with the internal model operating platform as the third sliding area;
优选的,第一滑动区域设置有第一滑轨,第二滑动区域设置有第二滑轨,第三滑动区域设置有第三滑轨。Preferably, the first sliding area is provided with a first sliding rail, the second sliding area is provided with a second sliding rail, and the third sliding area is provided with a third sliding rail.
优选的,第一滑轨、第二滑轨以及第三滑轨的两端分别设置有卡位件。Preferably, the two ends of the first slide rail, the second slide rail and the third slide rail are respectively provided with locking pieces.
优选的,内模操作平台设置有第一连接杆、第二连接杆、第三连接杆以及施工平台,第一连接杆的一端设置有用于穿过第一支撑杆的第一穿孔,第二连接杆的一端设置有用于穿过第二支撑杆的第二穿孔,第三连接杆的一端设置有用于穿过第三支撑杆的第三穿孔;Preferably, the inner mold operating platform is provided with a first connecting rod, a second connecting rod, a third connecting rod and a construction platform, one end of the first connecting rod is provided with a first through hole for passing through the first support rod, and the second connecting rod One end of the rod is provided with a second perforation for passing through the second support rod, and one end of the third connecting rod is provided with a third perforation for passing through the third support rod;
第一穿孔底部、第二穿孔底部以及第三穿孔底部分别固定有滑轮;滑轮分别与第一滑轨、第二滑轨以及第三滑轨匹配连接。The first perforated bottom, the second perforated bottom and the third perforated bottom are respectively fixed with pulleys; the pulleys are matched and connected with the first slide rail, the second slide rail and the third slide rail respectively.
第一连接杆的另一端与施工平台连接;第二连接杆的另一端与施工平台连接;第三连接杆的另一端与施工平台连接。The other end of the first connecting rod is connected with the construction platform; the other end of the second connecting rod is connected with the construction platform; the other end of the third connecting rod is connected with the construction platform.
优选的,施工平台设置有用于与第一连接杆的一端、第二连接杆的一端、第三连接杆的一端连接的移动轨槽。Preferably, the construction platform is provided with a moving rail groove for connecting with one end of the first connecting rod, one end of the second connecting rod and one end of the third connecting rod.
优选的,移动轨槽的两端设置有限位固定件。Preferably, the two ends of the moving rail groove are provided with limiting fixing pieces.
优选的,第一滑轨的两侧、第二滑轨的两侧以及第三滑轨的两侧分别设置有固定壁,移动轨槽、固定壁分别设置有多个限位穿孔。Preferably, fixed walls are respectively provided on both sides of the first slide rail, both sides of the second slide rail and both sides of the third slide rail, and a plurality of limit perforations are respectively provided in the moving rail groove and the fixed wall.
优选的,第一滑动区域以及第三滑动区域分别设置有用于与第二滑动区域连接的铰链。Preferably, the first sliding area and the third sliding area are respectively provided with hinges for connecting with the second sliding area.
本实用新型的变截面空心薄壁墩操作调节平台,设置有内模操作平台、外模操作平台以及伸缩支撑架,在使用时,通过将外模操作平台分别固定在伸缩支撑架的两端,并将内模操作平台分别固定在第一滑动区域、第二滑动区域以及第三滑动区域,在施工时当内部空间增加,将内模操作平台的第一连接杆、第二连接杆以及第三连接杆通过滑轮调节整体内模操作平台的长度,进而适用内部空间的变化。该变截面空心薄壁墩操作调节平台能够对在施工时自动根据变截面空心薄壁墩的内部空间大小进行调节,提高施工进度,降低施工成本,具有结构简单、使用方便的特点。The variable cross-section hollow thin-walled pier operation and adjustment platform of the utility model is provided with an inner mold operation platform, an outer mold operation platform and a telescopic support frame. And the inner mold operating platform is respectively fixed in the first sliding area, the second sliding area and the third sliding area, when the internal space increases during construction, the first connecting rod, the second connecting rod and the third connecting rod of the inner mold operating platform The connecting rod adjusts the length of the operating platform of the integral inner mold through the pulley, so as to adapt to the change of the internal space. The variable cross-section hollow thin-walled pier operation adjustment platform can automatically adjust according to the internal space of the variable cross-section hollow thin-walled pier during construction, so as to improve the construction progress and reduce the construction cost, and has the characteristics of simple structure and convenient use.
附图说明Description of drawings
利用附图对本实用新型作进一步的说明,但附图中的内容不构成对本实用新型的任何限制。Utilize accompanying drawing to further illustrate the utility model, but the content in the accompanying drawing does not constitute any limitation to the utility model.
图1是本实用新型实施例1变截面空心薄壁墩操作调节平台的实际使用结构示意图。Fig. 1 is a schematic diagram of the actual use structure of the operation and adjustment platform of the variable cross-section hollow thin-walled pier in Embodiment 1 of the utility model.
图2是本实用新型实施例1的伸缩支撑架与内模操作平台的连接结构示意图。Fig. 2 is a schematic diagram of the connection structure between the telescopic support frame and the inner mold operating platform in Embodiment 1 of the utility model.
图3是本实用新型实施例1的伸缩支撑架结构示意图。Fig. 3 is a structural schematic diagram of the telescopic support frame of Embodiment 1 of the present invention.
图4是本实用新型实施例1的内模操作平台结构示意图。Fig. 4 is a schematic structural diagram of the internal model operating platform of Embodiment 1 of the present utility model.
图5是本实用新型实施例2的伸缩支撑架结构示意图。Fig. 5 is a structural schematic diagram of the telescopic support frame of Embodiment 2 of the present invention.
在图1至图5中,包括:In Figures 1 to 5, including:
伸缩支撑架100、telescopic support frame 100,
第一支撑杆101、第一滑轨1011;The first support rod 101, the first slide rail 1011;
第二支撑杆102、第二滑轨1021、卡位件110、固定壁111;The second support rod 102, the second slide rail 1021, the retaining member 110, and the fixed wall 111;
第三支撑杆103、第三滑轨1031、铰链120;The third support rod 103, the third slide rail 1031, the hinge 120;
内模操作平台200、Internal model operating platform 200,
第一连接杆201、第一穿孔2011;The first connecting rod 201, the first through hole 2011;
第二连接杆202、第二穿孔2021;The second connecting rod 202, the second through hole 2021;
第三连接杆203、第三穿孔2031;The third connecting rod 203, the third through hole 2031;
施工平台210、移动轨槽220、限位固定件221;Construction platform 210, moving rail groove 220, limit fixture 221;
外模操作平台300。External mold operation platform 300 .
具体实施方式Detailed ways
结合以下实施例对本实用新型作进一步描述。The utility model is further described in conjunction with the following examples.
实施例1。Example 1.
一种变截面空心薄壁墩操作调节平台,如图1至图4所示,设置有内模操作平台200、外模操作平台300以及伸缩支撑架100,伸缩支撑架100的两端分别固定有外模操作平台300,内模操作平台200与伸缩支撑架100的中部固定连接。An operation and adjustment platform for a hollow thin-walled pier with variable cross-section, as shown in Figures 1 to 4, is provided with an inner mold operating platform 200, an outer mold operating platform 300, and a telescopic support frame 100, and the two ends of the telescopic support frame 100 are respectively fixed with The outer mold operating platform 300 and the inner mold operating platform 200 are fixedly connected with the middle part of the telescopic support frame 100 .
具体的,伸缩支撑架100设置有第一支撑杆101、第二支撑杆102以及第三支撑杆103,第一支撑杆101的一端、第二支撑杆102、第三支撑杆103的一端分别与内模操作平台200连接。Specifically, the telescopic support frame 100 is provided with a first support rod 101, a second support rod 102, and a third support rod 103, and one end of the first support rod 101, one end of the second support rod 102, and one end of the third support rod 103 are respectively connected to The internal model operation platform 200 is connected.
将第一支撑杆101的用于与内模操作平台200的连接的一段定义为第一滑动区域、将第二支撑杆102的用于与内模操作平台200的连接的一段为第二滑动区域、将第三支撑杆103用于与内模操作平台200的连接的一段定义为第三滑动区域。A section of the first support rod 101 that is used to connect with the internal model operating platform 200 is defined as the first sliding area, and a section of the second support rod 102 that is used to connect with the internal model operating platform 200 is defined as the second sliding area 1. A section of the third support rod 103 used to connect with the inner model operating platform 200 is defined as a third sliding area.
第一滑动区域设置有第一滑轨1011,第二滑动区域设置有第二滑轨1021,第三滑动区域设置有第三滑轨1031。The first sliding area is provided with a first sliding rail 1011 , the second sliding area is provided with a second sliding rail 1021 , and the third sliding area is provided with a third sliding rail 1031 .
第一滑轨1011、第二滑轨1021以及第三滑轨1031的两端分别设置有卡位件110。The two ends of the first slide rail 1011 , the second slide rail 1021 and the third slide rail 1031 are respectively provided with locking members 110 .
内模操作平台200设置有第一连接杆201、第二连接杆202、第三连接杆203以及施工平台210。The inner mold operating platform 200 is provided with a first connecting rod 201 , a second connecting rod 202 , a third connecting rod 203 and a construction platform 210 .
第一连接杆201的一端设置有用于穿过第一支撑杆101的第一穿孔2011,第二连接杆202的一端设置有用于穿过第二支撑杆102的第二穿孔2021,第三连接杆203的一端设置有用于穿过第三支撑杆103的第三穿孔2031。One end of the first connecting rod 201 is provided with a first through hole 2011 for passing through the first support rod 101, one end of the second connecting rod 202 is provided with a second through hole 2021 for passing through the second support rod 102, and the third connecting rod One end of 203 is provided with a third through hole 2031 for passing through the third support rod 103 .
第一穿孔2011底部、第二穿孔2021底部以及第三穿孔2031底部分别固定有滑轮,滑轮分别与第一滑轨1011、第二滑轨1021以及第三滑轨1031匹配连接。The bottom of the first through hole 2011 , the bottom of the second through hole 2021 and the bottom of the third through hole 2031 are respectively fixed with pulleys, and the pulleys are matched with the first slide rail 1011 , the second slide rail 1021 and the third slide rail 1031 respectively.
第一连接杆201的另一端与施工平台210连接;第二连接杆202的另一端与施工平台210连接;第三连接杆203的另一端与施工平台210连接。The other end of the first connecting rod 201 is connected to the construction platform 210 ; the other end of the second connecting rod 202 is connected to the construction platform 210 ; the other end of the third connecting rod 203 is connected to the construction platform 210 .
具体的,施工平台210设置有用于与第一连接杆201的一端、第二连接杆202的一端、第三连接杆203的一端连接的移动轨槽220。Specifically, the construction platform 210 is provided with a moving rail groove 220 for connecting with one end of the first connecting rod 201 , one end of the second connecting rod 202 , and one end of the third connecting rod 203 .
移动轨槽220的两端设置有限位固定件221。Limiting fixing pieces 221 are provided at both ends of the moving rail groove 220 .
第一滑轨1011的两侧、第二滑轨1021的两侧以及第三滑轨1031的两侧分别设置有固定壁111,移动轨槽220、固定壁111分别设置有多个限位穿孔。Both sides of the first sliding rail 1011 , both sides of the second sliding rail 1021 and both sides of the third sliding rail 1031 are respectively provided with fixed walls 111 , and the moving rail groove 220 and the fixed wall 111 are respectively provided with a plurality of limit perforations.
在使用时,通过将内模操作平台200的第一连接杆201上的滑轮、第二连接杆202上的滑轮以及第三连接杆203上的滑轮一一对应装配在第一滑动区域、第二滑动区域以及第三滑动区域上,当内模操作平台200在内部施工时,在距离宽地方与距离窄的位置时相互移动时,通过将第一连接杆201上的滑轮、第二连接杆202上的滑轮以及第三连接杆203上的滑轮依次在第一滑动区域、第二滑动区域以及第三滑动区域之间移动,并通过运动带动施工平台210设置有用于与第一连接杆201的另一端、第二连接杆202的另一端、第三连接杆203的另一端在移动轨槽220上运动。When in use, the pulley on the first connecting rod 201 of the internal mold operation platform 200, the pulley on the second connecting rod 202 and the pulley on the third connecting rod 203 are assembled in the first sliding area, the second On the sliding area and the third sliding area, when the internal mold operating platform 200 is in construction, when the distance is wide and the distance is narrow, when moving mutually, the pulley on the first connecting rod 201, the second connecting rod 202 The pulleys on the top and the pulleys on the third connecting rod 203 move between the first sliding area, the second sliding area and the third sliding area in sequence, and drive the construction platform 210 through the movement to be provided with another connection for connecting with the first connecting rod 201. One end, the other end of the second connecting rod 202 , and the other end of the third connecting rod 203 move on the moving rail groove 220 .
当移动至合适的区域时,通过螺钉或者铁棍嵌入至限位穿孔上,分别限制第一连接杆、第二连接杆以及第三连接杆的运动,进行固定限位,保障施工操作人员的安全。When moving to a suitable area, screws or iron rods are inserted into the limit perforations to limit the movement of the first connecting rod, the second connecting rod and the third connecting rod respectively, and perform fixed limit to ensure the safety of construction operators .
本实用新型的变截面空心薄壁墩操作调节平台,设置有内模操作平台、外模操作平台以及伸缩支撑架,在使用时,通过将外模操作平台分别固定在伸缩支撑架的两端,并将内模操作平台依次固定在第一滑动区域、第二滑动区域以及第三滑动区域,在施工时当内部空间增加,将内模操作平台的第一连接杆、第二连接杆以及第三连接杆通过滑轮调节整体内模操作平台的长度,进而适用内部空间的变化。该变截面空心薄壁墩操作调节平台能够对在施工时自动根据变截面空心薄壁墩的内部空间大小进行调节,提高施工进度,降低施工成本,具有结构简单、使用方便的特点。The variable cross-section hollow thin-walled pier operation and adjustment platform of the utility model is provided with an inner mold operation platform, an outer mold operation platform and a telescopic support frame. And the internal mold operating platform is fixed in the first sliding area, the second sliding area and the third sliding area in sequence. When the internal space increases during construction, the first connecting rod, the second connecting rod and the third connecting rod of the internal mold operating platform The connecting rod adjusts the length of the operating platform of the integral internal mold through the pulley, so as to adapt to the change of the internal space. The variable cross-section hollow thin-walled pier operation adjustment platform can automatically adjust according to the internal space of the variable cross-section hollow thin-walled pier during construction, so as to improve the construction progress and reduce the construction cost, and has the characteristics of simple structure and convenient use.
实施例2。Example 2.
一种变截面空心薄壁墩操作调节平台,其它结构与实施例1相同,不同之处在于,该变截面空心薄壁墩操作调节平台,如图5所示,第一滑动区域以及第三滑动区域分别设置有用于与第二滑动区域连接的铰链120。铰链120作为本领域普通技术人员的公知常识,具体的结构就不再赘述。An operation and adjustment platform for hollow thin-walled pier with variable cross-section, other structures are the same as in Embodiment 1, the difference is that the operation and adjustment platform for hollow thin-walled pier with variable cross-section, as shown in Figure 5, the first sliding area and the third sliding area The regions are each provided with a hinge 120 for connection with the second sliding region. The hinge 120 is common knowledge of those skilled in the art, and the specific structure will not be repeated here.
通过设置铰链,能够进一步提升伸缩支撑架的整体稳定性,防止安全事故的发生。By setting the hinges, the overall stability of the telescopic support frame can be further improved to prevent safety accidents.
最后应当说明的是,以上实施例仅用以说明本实用新型的技术方案而非对本实用新型保护范围的限制,尽管参照较佳实施例对本实用新型作了详细说明,本领域的普通技术人员应当理解,可以对本实用新型的技术方案进行修改或者等同替换,而不脱离本实用新型技术方案的实质和范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model rather than limiting the protection scope of the present utility model. Although the utility model has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should It is understood that the technical solution of the utility model can be modified or equivalently replaced without departing from the essence and scope of the technical solution of the utility model.
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| CN115182254A (en) * | 2022-06-15 | 2022-10-14 | 中铁广州工程局集团第三工程有限公司 | Construction platform in cable tower |
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2019
- 2019-01-30 CN CN201920170963.4U patent/CN209722749U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182254A (en) * | 2022-06-15 | 2022-10-14 | 中铁广州工程局集团第三工程有限公司 | Construction platform in cable tower |
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Effective date of registration: 20191209 Address after: 100024 Beijing, Guanzhuang, Chaoyang District, Zhou Co-patentee after: THE SEVENTH ENGINEERING Co.,Ltd. OF CFHEC Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 451450 Dameng Town, Zhongmou County, Zhengzhou City, Henan Province (79 Ping'an Avenue) Patentee before: THE SEVENTH ENGINEERING Co.,Ltd. OF CFHEC |