CN203145325U - Adjustable prestressed stay cable fixed support seat - Google Patents
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- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000003351 stiffener Substances 0.000 claims description 5
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- 230000007797 corrosion Effects 0.000 description 3
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Abstract
一种可调节式预应力拉索固定支座。其包括预埋垫板、倒T型支座、多根预埋螺杆、多个螺母、多根高强螺栓、多个预应力调节螺母、多个限位螺母、一或两个锚具和可动拉索固定板。本实用新型的可调节式预应力拉索固定支座可提高施工速度:倒T型支座上留有拉索穿出孔,便于拉索张拉;在索力张拉至设计值时即可封锚。一旦因设计或施工变更造成索力偏差,可通过控制预应力调节螺母的旋转方向及螺距来调整拉索内力,大大提高施工效率,节省工期。经济性高:建筑物投入使用后,一旦出现索力异常,如果进行换索或补张拉,可通过控制预应力调节螺母的旋转方向及螺距来调整拉索内力,效果相同但经济性更明显。
An adjustable prestressed cable fixing support. It includes a pre-embedded backing plate, an inverted T-shaped support, multiple embedded screws, multiple nuts, multiple high-strength bolts, multiple prestressed adjusting nuts, multiple limit nuts, one or two anchors and movable Cable fixing plate. The adjustable prestressed cable fixing support of the utility model can improve the construction speed: there is a cable piercing hole on the inverted T-shaped support, which is convenient for cable tensioning; when the cable force is stretched to the design value, it can Anchor. Once the cable force deviates due to design or construction changes, the internal force of the cable can be adjusted by controlling the rotation direction and pitch of the prestress adjusting nut, which greatly improves the construction efficiency and saves the construction period. High economy: After the building is put into use, once the cable force is abnormal, if the cable is replaced or re-tensioned, the internal force of the cable can be adjusted by controlling the rotation direction and pitch of the prestress adjustment nut, the effect is the same but the economy is more obvious .
Description
技术领域technical field
本实用新型属于建筑结构中预应力钢结构技术领域,尤其是涉及一种可调节式预应力拉索固定支座。The utility model belongs to the technical field of prestressed steel structures in building structures, in particular to an adjustable prestressed cable fixing support.
背景技术Background technique
随着大跨度空间钢结构的广泛应用,预应力空间钢结构因其具有受力合理、刚度大、重量轻的特点也得到了长足发展,如浦东国际机场航站楼一期、广州国际会展中心均采用了大跨度张弦梁屋盖,天津博物馆贵宾厅、济南体育馆均采用了弦支穹顶结构。另外,在桥梁加固中,体外预应力技术的应用也日益广泛。在预应力结构施工中,拉索通常设置在主结构下方,并与主结构通过撑杆连接,张拉后主结构起拱至设计形状,同时杆件开始受力,可有效控制大跨度空间钢结构的变形。采用预应力技术的项目多为大跨度、标志性的重点工程或工程重点部位,其设计、施工日臻成熟,研究人员也进行了多方面的研究并取得了很多有益成果。With the wide application of large-span space steel structures, prestressed space steel structures have also achieved considerable development due to their characteristics of reasonable force, high rigidity, and light weight, such as the first phase of Pudong International Airport Terminal Building, Guangzhou International Convention and Exhibition Center They all adopt long-span stringed beam roofs, and the VIP hall of Tianjin Museum and Jinan Gymnasium both adopt stringed dome structures. In addition, in bridge reinforcement, the application of external prestressing technology is becoming more and more extensive. In the construction of prestressed structures, the cables are usually set under the main structure and connected with the main structure through struts. After tensioning, the main structure arches to the design shape, and the rods begin to bear force at the same time, which can effectively control the long-span space steel. deformation of the structure. Most of the projects using prestressing technology are long-span, iconic key projects or key parts of the project. Their design and construction are becoming more and more mature. Researchers have also conducted various researches and achieved many beneficial results.
但是,由于预应力空间钢结构技术的应用多在近12年内,预应力拉索长期工作下会因腐蚀、疲劳而引起损伤,产生松弛。索力松弛问题虽然得到了研究人员的重视,常见做法是换索、重新张拉,因斜拉桥拉索受室外环境影响,腐蚀较严重,既影响美观又不利于安全,因此换索多见于斜拉桥维修工程。而大跨度空间钢结构,在室内环境下拉索有外部套管保护,腐蚀影响较小且可控,因此是否进行换索、重新张拉尚未得到多方面讨论并达成一致意见,可借鉴的工程实践应用文献也少见。从施工方面看,现场常为赶工而提前封锚,从而导致无法通过张拉端微调索力(吴文,唐慧.珠海保税区东大门预应力拉索的设计与施工[J].中外建筑,2002,4:70~71)来增加或减小索力而使设计达到预期目标,结果造成设计被动修改,不但引起成本增加,违背绿色建筑低碳环保的设计理念,而且无形中改变了结构的静动力设计性能,从而给结构安全使用带来潜在隐患。However, due to the application of prestressed space steel structure technology in the past 12 years, prestressed cables will be damaged and slack due to corrosion and fatigue under long-term work. Although the problem of cable force relaxation has been paid attention to by researchers, the common practice is to replace the cables and re-tension them. Because the cables of cable-stayed bridges are affected by the outdoor environment, the corrosion is serious, which affects the appearance and is not conducive to safety. Therefore, cable replacement is more common in Cable-stayed bridge maintenance works. In the case of large-span space steel structures, the pull cables in the indoor environment are protected by external casings, and the corrosion effect is small and controllable. Therefore, whether to replace the cables and re-tension them has not yet been discussed and reached a consensus. It can be used as a reference engineering practice. Application literature is also rare. From the perspective of construction, the site is often closed in advance to rush work, which makes it impossible to fine-tune the cable force through the tension end (Wu Wen, Tang Hui. Design and construction of prestressed cables at the east gate of Zhuhai Free Trade Zone[J]. Zhongwai Architecture, 2002, 4: 70-71) to increase or decrease the cable force to make the design achieve the expected goal, resulting in passive modification of the design, which not only increases the cost, violates the low-carbon and environmental protection design concept of green buildings, but also changes the structure virtually. Static and dynamic design performance, which brings potential hidden dangers to the safe use of the structure.
综上,预应力空间钢结构技术在设计和施工中,对索力松弛问题还存在不足,有待进一步讨论和研究。To sum up, in the design and construction of prestressed space steel structure technology, there are still deficiencies in the problem of cable force relaxation, which needs further discussion and research.
发明内容Contents of the invention
为了解决上述问题,本实用新型的目的在于提供一种安全性更高、操作更方便的可调节式预应力拉索固定支座。In order to solve the above problems, the purpose of this utility model is to provide an adjustable prestressed cable fixing support with higher safety and more convenient operation.
为了达到上述目的,本实用新型提供的可调节式预应力拉索固定支座包括预埋垫板、倒T型支座、多根预埋螺杆、多个螺母、多根高强螺栓、多个预应力调节螺母、多个限位螺母、一或两个锚具和可动拉索固定板;其中预埋垫板设置在预应力空间钢结构中下部支撑结构的顶面;倒T型支座由水平板和垂直板构成,其中水平板利用多根预埋螺杆和多个螺母固定在预埋垫板的表面,垂直板中部形成有一或两个拉索贯穿孔;可动拉索固定板的中部也形成有一或两个拉索贯穿孔,以与垂直板平行的方式设置在垂直板内侧;垂直板和可动拉索固定板之间利用多根高强螺栓、多个预应力调节螺母和多个限位螺母相互连接,其中预应力调节螺母位于垂直板和可动拉索固定板外侧面上,限位螺母位于垂直板和可动拉索固定板内侧面上,并且垂直板上的拉索贯穿孔与可动拉索固定板上的拉索贯穿孔位置相对应,每个拉索贯穿孔内贯穿设置有一根拉索;锚具安装在位于垂直板和可动拉索固定板之间的拉索上。In order to achieve the above purpose, the adjustable prestressed cable fixing support provided by the utility model includes a pre-embedded backing plate, an inverted T-shaped support, a plurality of pre-embedded screws, a plurality of nuts, a plurality of high-strength bolts, a plurality of pre-embedded Stress adjustment nuts, multiple limit nuts, one or two anchors and movable cable fixing plates; wherein the embedded backing plate is arranged on the top surface of the lower support structure in the prestressed space steel structure; the inverted T-shaped support is composed of It consists of a horizontal plate and a vertical plate, in which the horizontal plate is fixed on the surface of the embedded backing plate with multiple embedded screws and nuts, and one or two cable penetration holes are formed in the middle of the vertical plate; the middle of the movable cable fixes the plate One or two cable penetration holes are also formed, which are arranged on the inside of the vertical plate in a manner parallel to the vertical plate; between the vertical plate and the movable cable fixing plate, multiple high-strength bolts, multiple prestressed adjustment nuts and multiple The limit nuts are connected with each other, wherein the prestress adjusting nut is located on the outer side of the vertical plate and the fixed plate of the movable cable, the limit nut is located on the inner surface of the vertical plate and the fixed plate of the movable cable, and the cable on the vertical plate runs through The hole corresponds to the position of the cable through hole on the movable cable fixed plate, and a cable is installed in each cable through hole; the anchorage is installed on the cable between the vertical plate and the movable cable fixed plate. on the rope.
所述的倒T型支座上垂直板的侧面和水平板的表面之间连接有加劲肋。A stiffener is connected between the side of the vertical plate and the surface of the horizontal plate on the inverted T-shaped support.
本实用新型提供的可调节式预应力拉索固定支座具有如下有益效果:1)可提高施工速度:倒T型支座上留有拉索穿出孔,可兼做千斤顶的张拉支座,便于拉索张拉;在索力张拉至设计值时即可封锚。一旦因设计或施工变更造成索力偏差,可通过控制预应力调节螺母的旋转方向及螺距来调整拉索内力,大大提高了张拉施工效率,节省工期。2)经济性高:建筑物投入使用后,一旦出现索力异常,如果进行换索或补张拉,将会影响使用且进、出场成本高,采用本实用新型的预应力拉索固定支座,可通过控制预应力调节螺母的旋转方向及螺距来调整拉索内力,效果相同但经济性更明显。The adjustable prestressed cable fixing support provided by the utility model has the following beneficial effects: 1) It can increase the construction speed: there is a cable penetration hole on the inverted T-shaped support, which can also be used as a tension support for the jack , which is convenient for cable tensioning; the anchor can be sealed when the cable force is stretched to the design value. Once the cable force deviates due to design or construction changes, the internal force of the cable can be adjusted by controlling the rotation direction and pitch of the prestress adjusting nut, which greatly improves the tensioning construction efficiency and saves the construction period. 2) High economic efficiency: After the building is put into use, once the cable force is abnormal, if the cable is replaced or re-tensioned, it will affect the use and the entry and exit costs will be high. The prestressed cable fixed support of the utility model is adopted , the internal force of the cable can be adjusted by controlling the rotation direction and pitch of the prestress adjusting nut, which has the same effect but is more economical.
附图说明Description of drawings
图1为本实用新型提供的可调节式预应力拉索固定支座正视图;Fig. 1 is the front view of the adjustable prestressed cable fixed support provided by the utility model;
图2为本实用新型提供的可调节式预应力拉索固定支座俯视图;Fig. 2 is the top view of the adjustable prestressed cable fixing support provided by the utility model;
图3为本实用新型提供的可调节式预应力拉索固定支座左视图;Fig. 3 is the left side view of the adjustable prestressed cable fixing support provided by the utility model;
图4为安装有本实用新型提供的可调节式预应力拉索固定支座的空间张弦梁结构轴测图;Fig. 4 is the axonometric view of the space string beam structure provided with the adjustable prestressed cable fixed support provided by the utility model;
图5为用于双预应力拉索的本实用新型提供的可调节式预应力拉索固定支座俯视图;Fig. 5 is a top view of the adjustable prestressed cable fixing support provided by the utility model for double prestressed cables;
图6为图5示出的可调节式预应力拉索固定支座与张弦梁杆件连接部位示意图。Fig. 6 is a schematic diagram of the connection position between the adjustable prestressed cable fixed support and the tension string beam shown in Fig. 5 .
其中:下部支撑结构1,预埋垫板2,倒T型支座3,预埋螺杆4,螺母5,高强螺栓6,预应力调节螺母7,限位螺母8,锚具9,拉索10,可动拉索固定板11,加劲肋12,滑动铰支座13,固定铰支座14,上弦桁架15,球节点16,撑杆17,水平板18,垂直板19。Among them:
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型提供的可调节式预应力拉索固定支座进行详细说明。The adjustable prestressed cable fixing support provided by the utility model will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
如图1~图3所示,本实用新型提供的可调节式预应力拉索固定支座包括预埋垫板2、倒T型支座3、多根预埋螺杆4、多个螺母5、多根高强螺栓6、多个预应力调节螺母7、多个限位螺母8、一或两个锚具9和可动拉索固定板11;其中预埋垫板2设置在预应力空间钢结构中下部支撑结构1的顶面;倒T型支座3由水平板18和垂直板19构成,其中水平板18利用多根预埋螺杆4和多个螺母5固定在预埋垫板2的表面,垂直板19中部形成有一或两个拉索贯穿孔;可动拉索固定板11的中部也形成有一或两个拉索贯穿孔,以与垂直板19平行的方式设置在垂直板19内侧;垂直板19和可动拉索固定板11之间利用多根高强螺栓6、多个预应力调节螺母7和多个限位螺母8相互连接,其中预应力调节螺母7位于垂直板19和可动拉索固定板11外侧面上,限位螺母8位于垂直板19和可动拉索固定板11内侧面上,并且垂直板19上的拉索贯穿孔与可动拉索固定板11上的拉索贯穿孔位置相对应,每个拉索贯穿孔内贯穿设置有一根拉索10;锚具9安装在位于垂直板19和可动拉索固定板11之间的拉索10上。As shown in Figures 1 to 3, the adjustable prestressed cable fixing support provided by the utility model includes a
所述的倒T型支座3上垂直板19的侧面和水平板18的表面之间连接有加劲肋12,以提高倒T型支座3的侧向稳定性。A
现将本实用新型提供的可调节式预应力拉索固定支座施工过程阐述如下:施工时,首先由施工人员将一根另一端已连接在预应力空间钢结构中下部支撑结构1滑动支座上的拉索10一端依次贯穿可动拉索固定板11和垂直板19上的一个拉索贯穿孔,然后按照常规方法张拉拉索10至设计值,之后用锚具9将拉索10固定在可动拉索固定板上11,然后将可动拉索固定板11通过高强螺栓6、预应力调节螺母7和限位螺母8连接在倒T型支座3上,之后将倒T型支座3利用预埋螺杆4和螺母5与已安装在下部支撑结构1顶面上的预埋垫板2相连接,封锚。如后续设计、施工无索力调整需要,则不作任何调整,进行下道工序施工;如因设计或施工变更而造成实际索力偏大或偏小,则可先放松限位螺母8,并根据需要拧紧或放松预应力调节螺母7即可增加或减小拉索10的内力,实现封锚后对索力的微调。Now the construction process of the adjustable prestressed cable fixed support provided by the utility model is described as follows: during construction, firstly, the construction personnel will connect the other end of a sliding support to the
实施例:Example:
如图4所示,本实施例提供了一种可调节式预应力拉索固定支座在张弦梁结构中的应用,图中的张弦梁跨度为40m,跨中矢高为4m,撑杆17的间距均为5m,拉索10为两根。上弦桁架15为正放三角锥空间拱桁架,初张拉后拉索10形状接近抛物线。左端连接滑动支座13,右端连接固定支座14。其中,左端滑动支座13为常规节点,右端固定支座14采用了本可调节式预应力拉索固定支座。在采用图1~图3所示节点设计的同时,考虑下弦索采用双索,对图2所示节点进行了修改,在两根拉索10之间设置了加劲肋12以提高倒T型支座3的侧向稳定性,见图5。倒T型支座3配合加劲肋12与上弦桁架15的下弦球节点16连接方式见图6。As shown in Figure 4, the present embodiment provides an application of an adjustable prestressed cable fixed support in a string beam structure. The string beam span in the figure is 40m, the mid-span height is 4m, and the spacing of the
采用可调节式预应力拉索固定支座的张弦梁,可在找形过程中通过微调预应力调节螺母7来改变索力,从而更精确地达到设计形状。另外,若该张弦梁经过长期使用后其上的拉索10出现索力松弛问题,可通过调节预应力调节螺母7的方法来增加索力,从而保证结构使用安全。The tension string beam with adjustable prestressed cable fixed support can change the cable force by fine-tuning the prestressed adjusting
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CN105442448A (en) * | 2015-11-19 | 2016-03-30 | 马玉荣 | Bridge stabilizing device |
CN105569273A (en) * | 2015-12-16 | 2016-05-11 | 天津银龙高科新材料研究院有限公司 | Steel strand end anchoring device |
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CN105442448A (en) * | 2015-11-19 | 2016-03-30 | 马玉荣 | Bridge stabilizing device |
CN105421667A (en) * | 2015-12-16 | 2016-03-23 | 天津银龙高科新材料研究院有限公司 | Steel strand anchoring structure |
CN105569273A (en) * | 2015-12-16 | 2016-05-11 | 天津银龙高科新材料研究院有限公司 | Steel strand end anchoring device |
CN109098096A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge construction prestress wire anchor |
CN109098096B (en) * | 2018-10-19 | 2023-12-19 | 佛山科学技术学院 | A kind of prestressed steel strand anchoring device for bridge construction |
CN110295551A (en) * | 2019-08-09 | 2019-10-01 | 中国建筑第四工程局有限公司 | Continuous rigid frame bridge external prestressing strengthening structure |
CN110295551B (en) * | 2019-08-09 | 2021-02-09 | 中国建筑第四工程局有限公司 | External prestress reinforcing structure of continuous rigid frame bridge |
CN113235731A (en) * | 2021-05-11 | 2021-08-10 | 太原理工大学 | Floor position adjustable assembled welding clean shot node reinforcing apparatus |
CN113235731B (en) * | 2021-05-11 | 2022-07-29 | 太原理工大学 | Rib plate position adjustable assembled welding clean shot node reinforcing apparatus |
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