CN102900094B - Transmission tower plate-type three-rope foundation structure - Google Patents
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Abstract
本发明公开一种输电杆塔板式三索基础结构,包括一个铺设在地表的上板和三个埋设在地下的下板,其特征在于,所述上板和每个下板之间分别通过一根钢绞绳连接,三个所述下板呈一字型设置,位于中间的钢绞绳的长度大于位于两侧的钢绞绳的长度,两侧的钢绞绳的长度相等。本发明提供的输电杆塔板式三索基础结构,上板作为基础保护帽使用,具有传力边界条件完善明晰,充分发挥各种材料的物理力学性能,节约投资,安全可靠度高及施工简便等优点,当线路地基土物理力学性质差、上拔荷载大时,由于采用3根锚索,因此极大地提高基础安全性和可靠性,因此该基础适用于上拔力大,地基土物理力学性质差的黄土地区,如330kV以上电压等级线路基础。
The invention discloses a tower plate type three-cable foundation structure for transmission poles, which comprises an upper plate laid on the ground surface and three lower plates buried underground, and is characterized in that a cable is passed between the upper plate and each lower plate respectively. The steel strands are connected, and the three lower plates are arranged in a straight line, the length of the steel strands in the middle is greater than the length of the steel strands on both sides, and the lengths of the steel strands on both sides are equal. The tower plate type three-cable foundation structure of the transmission pole provided by the present invention, the upper plate is used as a basic protective cap, has the advantages of perfect and clear force transmission boundary conditions, fully exerting the physical and mechanical properties of various materials, saving investment, high safety and reliability, and simple construction, etc. , when the physical and mechanical properties of the foundation soil of the line are poor and the uplift load is large, the safety and reliability of the foundation are greatly improved due to the use of three anchor cables, so this foundation is suitable for large uplift forces and poor physical and mechanical properties of the foundation soil Loess areas, such as the foundation of lines with voltage levels above 330kV.
Description
技术领域 technical field
本发明是一种输电杆塔设备,具体的说是输电杆塔的基础固定结构。 The invention relates to a power transmission pole and tower equipment, specifically a foundation fixing structure for a power transmission pole and tower.
背景技术 Background technique
在大厚度黄土地区,杆塔基础主要采用“大开挖”基础类、掏挖扩底基础类、爆扩桩基础类基础。“大开挖”基础类系指埋置于预先挖好的基坑内并将回填土夯实的基础,它是以扰动的回填土构成抗拔土体保持基础的上拔稳定。掏挖扩底基础类系指以混凝土和钢筋骨架灌注于以机械或人工掏挖成的土胎内的基础,它是以天然构成的抗拔土体保持基础的上拔稳定。爆扩桩基础类系指以混凝土和钢筋骨架灌注于以爆扩成型的土胎内的扩大端的短桩基础,其抗拔土体基本接近于未扰动的天然土。 In large-thickness loess areas, the foundations of pole towers mainly adopt "big excavation" foundations, digging and bottom expansion foundations, and explosive expansion pile foundations. "Large excavation" foundation category refers to the foundation buried in the pre-excavated foundation pit and the backfill soil is compacted. It uses the disturbed backfill soil to form an uplift-resistant soil body to maintain the uplift stability of the foundation. Excavated and expanded bottom foundation refers to the foundation that is filled with concrete and steel skeleton in the soil tire excavated by machinery or manually. It maintains the uplift and stability of the foundation with the naturally formed uplift-resistant soil. Explosive expansion pile foundation refers to the short pile foundation with concrete and steel skeleton poured into the enlarged end of the soil tire formed by explosion expansion. The uplift soil is basically close to the undisturbed natural soil.
“大开挖”基础类的主要尺寸均由其抗拔稳定性能所决定,为了满足上拔稳定性的要求,必须加大基础尺寸,提高了基础造价,同时由于弃土较多,对环境的破坏也较大。掏挖扩底基础类适合于无水渗入基坑的粘性土中,同时桩基础规范规定,如基础采用桩基,基础持力层需穿过湿陷性黄土,因此该基础不适用于大厚度湿陷性黄土地区。爆扩桩基础类施工难度较大且工艺和尺寸检查都有一定困难。 The main size of the "big excavation" foundation is determined by its uplift stability. In order to meet the requirements of uplift stability, the size of the foundation must be increased, which increases the cost of the foundation. The damage is also greater. Excavation and bottom expansion foundations are suitable for cohesive soil without water infiltration into the foundation pit. At the same time, the pile foundation specification stipulates that if the foundation adopts pile foundation, the bearing layer of the foundation must pass through collapsible loess, so this foundation is not suitable for large thickness Collapsible loess area. Explosive expansion pile foundation construction is more difficult, and there are certain difficulties in process and dimension inspection.
发明内容 Contents of the invention
为了解决上述问题,本发明提供一种适用于大厚黄土地区的输电杆塔板式三索基础结构。 In order to solve the above problems, the present invention provides a tower-plate type three-cable foundation structure for transmission poles suitable for the thick loess area.
本发明的目的通过以下技术方案来具体实现: The purpose of the present invention is specifically achieved through the following technical solutions:
输电杆塔板式三索基础结构,包括一个铺设在地表的上板和三个埋设在地下的下板,所述上板和每个下板之间分别通过一根钢绞绳连接,三个所述下板呈一字型设置,位于中间的钢绞绳的长度大于位于两侧的钢绞绳的长度,两侧的钢绞绳的长度相等,在上板和下板之间的每个所述钢绞绳外部设有一个胶套管,每个所述胶套管的两端分别与上板和一个下板接触,在所述胶套管内部充装有防腐填料;所述钢绞绳的两端分别设有一个锚头,上部的锚头与上板之间设有上承载垫板,下部的锚头与下板之间设有下承载垫板;在位于中间的所述上承载垫板上浇注有四个对称布置的地脚螺栓,所述地脚螺栓贯穿上板,并与浇注在上板底面的浇注垫板固定连接。所述上板、下板均为钢筋混凝土材料浇注成型。 The tower-type three-cable foundation structure of transmission poles includes an upper slab laid on the ground and three lower slabs buried in the ground. The lower plate is arranged in a straight line, the length of the steel strands in the middle is greater than the length of the steel strands on both sides, and the lengths of the steel strands on both sides are equal, and each of the strands between the upper plate and the lower plate There is a rubber sleeve outside the steel strand, and the two ends of each rubber sleeve are in contact with the upper plate and a lower plate respectively, and the inside of the rubber sleeve is filled with anti-corrosion filler; the steel strand An anchor head is provided at both ends, an upper bearing pad is provided between the upper anchor head and the upper plate, and a lower bearing pad is provided between the lower anchor head and the lower plate; the upper bearing pad located in the middle Four symmetrically arranged anchor bolts are poured on the plate, and the anchor bolts penetrate the upper plate and are fixedly connected with the pouring backing plate poured on the bottom surface of the upper plate. Both the upper plate and the lower plate are poured and formed with reinforced concrete materials.
所述上板采用长方形的结构,并且上板的面积远大于三个下板的面积之和。 The upper board adopts a rectangular structure, and the area of the upper board is much larger than the sum of the areas of the three lower boards.
本发明提供的输电杆塔板式三索基础结构,上板作为基础保护帽使用,具有传力边界条件完善明晰,充分发挥各种材料的物理力学性能,节约投资,安全可靠度高及施工简便等优点,当线路地基土物理力学性质差、上拔荷载大时,三索基础结构与单索和双索基础结构相比可减少开挖深度,由于采用3根锚索,因此极大地提高基础安全性和可靠性,因此该基础适用于上拔力大,地基土物理力学性质差的黄土地区,如330kV以上电压等级线路基础。 The tower plate type three-cable foundation structure of the transmission pole provided by the present invention, the upper plate is used as a basic protective cap, has the advantages of perfect and clear force transmission boundary conditions, fully exerting the physical and mechanical properties of various materials, saving investment, high safety and reliability, and simple construction, etc. , when the physical and mechanical properties of the foundation soil of the line are poor and the uplift load is large, the three-cable foundation structure can reduce the excavation depth compared with the single-cable and double-cable foundation structures. Since three anchor cables are used, the foundation safety is greatly improved and reliability, so the foundation is suitable for loess areas with large uplift force and poor physical and mechanical properties of the foundation soil, such as the foundation of lines with voltage levels above 330kV.
该基础结构为柔性基础,采用该基础结构可提高杆塔抵抗动荷载的能力;同时可以减少弃土量,保护生态环境;而且拆卸方便,如该基础不再使用,可将钢绞线直接剪断,挖除上板即可,降低了基础拆除工程量;并且可以将荷载传递机构兼做地线使用。该基础结构荷载传递明确,结构计算和施工较简便。使用三锚索基础可提高基础可靠度,当一根锚索产生屈服或破坏时,另外两根锚索可承担基础的上拔荷载,在设计中可要求每根锚索的抗拔力满足一半上拔荷载的要求。 The foundation structure is a flexible foundation, which can improve the ability of the tower to resist dynamic loads; at the same time, it can reduce the amount of spoil and protect the ecological environment; and it is easy to disassemble. If the foundation is no longer used, the steel strands can be cut directly. It only needs to dig out the upper plate, which reduces the amount of foundation demolition work; and the load transmission mechanism can also be used as the ground wire. The load transfer of the foundation structure is clear, and the structure calculation and construction are relatively simple. The use of three anchor cables can improve the reliability of the foundation. When one anchor cable yields or fails, the other two anchor cables can bear the uplift load of the foundation. In the design, the pull-out force of each anchor cable can be required to meet half Pull-up load requirements.
附图说明 Description of drawings
下面根据附图和实施例对本发明作进一步详细说明。 The present invention will be described in further detail below according to the drawings and embodiments.
图1是本发明实施例所述输电杆塔板式三索基础结构的结构图。 Fig. 1 is a structural diagram of the transmission pole-tray type three-cable foundation structure according to the embodiment of the present invention.
图2是本发明实施例所述输电杆塔板式三索基础结构的地表俯视图。 Fig. 2 is a top view of the ground surface of the transmission pole tower-type three-cable foundation structure according to the embodiment of the present invention.
具体实施方式 Detailed ways
如图1-2所示,本发明实施例所述输电杆塔板式三索基础结构,包括一个铺设在地表的上板1和三个埋设在地下的下板2,所述上板1和每个下板2之间分别通过一根钢绞绳3连接,三个所述下板2呈一字型设置,位于中间的钢绞绳3的长度大于位于两侧的钢绞绳3的长度,两侧的钢绞绳3的长度相等,在上板1和下板2之间的每个所述钢绞绳3外部设有一个胶套管4,每个所述胶套管4的两端分别与上板1和一个下板2接触,在所述胶套管4内部充装有防腐填料5;所述钢绞绳3的两端分别设有一个锚头61、62,上部的锚头61与上板1之间设有上承载垫板71,下部的锚头62与下板2之间设有下承载垫板72;在位于中间的所述上承载垫板61上浇注有四个对称布置的地脚螺栓8,所述地脚螺栓8贯穿上板1,并与浇注在上板1底面的浇注垫板9固定连接。所述上板1、下板2均为钢筋混凝土材料浇注成型。所述上板1采用长方形的结构,并且上板1的面积远大于三个下板2的面积之和。 As shown in Figures 1-2, the transmission pole tower-type three-cable foundation structure according to the embodiment of the present invention includes an upper plate 1 laid on the ground surface and three lower plates 2 buried underground, the upper plate 1 and each The lower plates 2 are respectively connected by a steel strand rope 3, and the three lower plates 2 are arranged in a straight line, and the length of the steel strand rope 3 in the middle is greater than the length of the steel strand rope 3 on both sides. The lengths of the steel strand ropes 3 on the side are equal, and each steel strand rope 3 between the upper plate 1 and the lower plate 2 is provided with a rubber sleeve 4 outside, and each of the two ends of the rubber sleeve 4 is respectively In contact with the upper plate 1 and a lower plate 2, the inside of the rubber sleeve 4 is filled with anti-corrosion filler 5; the two ends of the steel strand 3 are respectively provided with an anchor head 61, 62, and the upper anchor head 61 There is an upper bearing backing plate 71 between the upper plate 1 and a lower supporting backing plate 72 between the lower anchor head 62 and the lower plate 2; four symmetrical Anchor bolts 8 are arranged, and the anchor bolts 8 penetrate the upper plate 1 and are fixedly connected with the pouring backing plate 9 poured on the bottom surface of the upper plate 1 . Both the upper plate 1 and the lower plate 2 are poured and formed with reinforced concrete materials. The upper board 1 adopts a rectangular structure, and the area of the upper board 1 is much larger than the sum of the areas of the three lower boards 2 .
本发明提供的输电杆塔板式三索基础结构,上板作为基础保护帽使用,具有传力边界条件完善明晰,充分发挥各种材料的物理力学性能,节约投资,安全可靠度高及施工简便等优点,当线路地基土物理力学性质差、上拔荷载大时,三索基础结构与单索和双索基础结构相比可减少开挖深度,由于采用3根锚索,因此极大地提高基础安全性和可靠性,因此该基础适用于上拔力大,地基土物理力学性质差的黄土地区,如330kV以上电压等级线路基础。 The tower plate type three-cable foundation structure of the transmission pole provided by the present invention, the upper plate is used as a basic protective cap, has the advantages of perfect and clear force transmission boundary conditions, fully exerting the physical and mechanical properties of various materials, saving investment, high safety and reliability, and simple construction, etc. , when the physical and mechanical properties of the foundation soil of the line are poor and the uplift load is large, the three-cable foundation structure can reduce the excavation depth compared with the single-cable and double-cable foundation structures. Since three anchor cables are used, the foundation safety is greatly improved and reliability, so the foundation is suitable for loess areas with large uplift force and poor physical and mechanical properties of the foundation soil, such as the foundation of lines with voltage levels above 330kV.
该基础结构为柔性基础,采用该基础结构可提高杆塔抵抗动荷载的能力;同时可以减少弃土量,保护生态环境;而且拆卸方便,如该基础不再使用,可将钢绞线直接剪断,挖除上板即可,降低了基础拆除工程量;并且可以将荷载传递机构兼做地线使用。该基础结构荷载传递明确,结构计算和施工较简便。使用三锚索基础可提高基础可靠度,当一根锚索产生屈服或破坏时,另外两根锚索可承担基础的上拔荷载,在设计中可要求每根锚索的抗拔力满足一半上拔荷载的要求。 The foundation structure is a flexible foundation, which can improve the ability of the tower to resist dynamic loads; at the same time, it can reduce the amount of spoil and protect the ecological environment; and it is easy to disassemble. If the foundation is no longer used, the steel strands can be cut directly. It only needs to dig out the upper plate, which reduces the amount of foundation demolition work; and the load transmission mechanism can also be used as the ground wire. The load transfer of the foundation structure is clear, and the structure calculation and construction are relatively simple. The use of three anchor cables can improve the reliability of the foundation. When one anchor cable yields or fails, the other two anchor cables can bear the uplift load of the foundation. In the design, the pull-out force of each anchor cable can be required to meet half Pull-up load requirements.
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105040723B (en) * | 2015-07-22 | 2017-01-25 | 国家电网公司 | A kind of uplifting structure and construction method of cement poles for anti-sand soil backfill treatment |
| CN105442627B (en) * | 2016-01-19 | 2018-09-14 | 温州电力设计有限公司 | A kind of assembled plate rope basis |
| CN105888356A (en) * | 2016-05-11 | 2016-08-24 | 成都市东方电力线路构件厂 | Iron tower with foundation structure reinforced |
| CN107227745A (en) * | 2017-06-22 | 2017-10-03 | 国网浙江省电力公司台州供电公司 | A kind of group's anchor cable mat foundation of power transmission tower |
| CN110528561A (en) * | 2019-08-27 | 2019-12-03 | 西安理工大学 | A kind of transmission line of electricity joint three anchor slab basis fixed structure of plate stem |
| CN115030212A (en) * | 2022-01-16 | 2022-09-09 | 辛振科 | Plate anchor uplift resistance foundation |
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