CN206116649U - Utilize ground net of steel pipe pole pile foundation set -up - Google Patents

Utilize ground net of steel pipe pole pile foundation set -up Download PDF

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Publication number
CN206116649U
CN206116649U CN201621184292.XU CN201621184292U CN206116649U CN 206116649 U CN206116649 U CN 206116649U CN 201621184292 U CN201621184292 U CN 201621184292U CN 206116649 U CN206116649 U CN 206116649U
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pile foundation
grounding
round steel
grounding body
steel pipe
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涂伟明
高江敏
陈国锋
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State Grid Corp of China SGCC
Pingxiang Power Supply Co of State Grid Jiangxi Electric Power Co Ltd
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State Grid Corp of China SGCC
Pingxiang Power Supply Co of State Grid Jiangxi Electric Power Co Ltd
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Abstract

本实用新型公开了一种利用钢管杆桩基组建的接地网,它包括间隔设置在桩基孔(2)壁内的连接圆钢(3),连接圆钢上端与连接圆环(1)相连、下端延伸至桩基孔底部,桩基孔壁内间隔设置有若干层横向接地体(4),每层横向接地体间隔设置,横向接地体一端伸入桩基孔壁内深处,另一端与连接圆钢焊接相连,连接圆钢外表面不超出桩基孔壁表面,连接圆钢下端与纵向接地体(6)一端焊接相连,纵向接地体另一端伸入至桩基孔底部内,连接圆环通过接地引下线(11)与接地扁铁(12)相连。本实用新型不会造成施工影响和破坏,节省了土石方,降低了工程施工费用,占地面积小,结构紧凑,施工制作方便,接地效果好,且施工周期短,施工成本费用低。

The utility model discloses a grounding grid formed by steel pipe rod pile foundations, which includes connecting round steels (3) arranged at intervals in the walls of pile foundation holes (2), and the upper ends of the connecting round steels are connected with the connecting rings (1). , the lower end extends to the bottom of the pile foundation hole, and several layers of horizontal grounding bodies (4) are arranged at intervals in the pile foundation hole wall, and each layer of horizontal grounding bodies is arranged at intervals. One end of the horizontal grounding body extends into the depth of the pile foundation hole wall, and the other end It is connected with the connecting round steel by welding, the outer surface of the connecting round steel does not exceed the surface of the hole wall of the pile foundation, the lower end of the connecting round steel is connected with one end of the longitudinal grounding body (6) by welding, and the other end of the longitudinal grounding body extends into the bottom of the pile foundation hole. The ring is connected with the ground flat iron (12) by the ground down conductor (11). The utility model does not cause construction impact and damage, saves earthwork, reduces construction costs, has a small footprint, compact structure, convenient construction and fabrication, good grounding effect, short construction period, and low construction cost.

Description

一种利用钢管杆桩基组建的接地网A grounding network constructed by using steel pipe pole pile foundation

技术领域technical field

本实用新型涉及一种立体接地网技术,更具体地,涉及一种立体接地网技术在输电线路工程钢管杆桩基础中的应用。The utility model relates to a three-dimensional grounding grid technology, in particular to the application of a three-dimensional grounding grid technology in steel pipe pole pile foundations of power transmission line engineering.

背景技术Background technique

随着人类经济社会的发展,城市化进程加快,居民对电力的需求也有了新的要求。安全、稳定和连续的供电是对电网建设的基本要求,传统的10kV供电已经不能满足城市的供电需求。目前,110kV及220kV变电站已经深入到了城市中心。相配套的110kV及220kV输电线路,由于受到场地和经济的双重限制,多采用钢管杆架空输电线路。With the development of human economy and society, the process of urbanization is accelerating, and residents have new requirements for electricity. Safe, stable and continuous power supply is the basic requirement for power grid construction, and the traditional 10kV power supply can no longer meet the city's power supply needs. At present, 110kV and 220kV substations have penetrated into the city center. The supporting 110kV and 220kV transmission lines, due to the dual constraints of space and economy, mostly use steel pipe poles for overhead transmission lines.

传统的钢管杆或者角钢塔架空输电线路的接地形式通常采用浅埋式金属放射型水平接地体,或加环形、加垂直接地极的笼式接地。而放射型水平接地由于接地体较长,辐射半径大,占地面积大,挖埋土石方工程量大。因而上述接地形式在繁华市区、居民区等,施工作业难度大、投资成本高、建设周期长、对地表植被及环境破坏很大,如遇高土壤电阻率地区,接地电阻很难满足设计要求。The grounding form of traditional steel pipe poles or angle steel tower overhead transmission lines usually adopts shallow buried metal radiation type horizontal grounding body, or cage grounding with ring and vertical grounding electrodes. The radial horizontal grounding has a long grounding body, a large radiation radius, a large area, and a large amount of earth and stone excavation and burial. Therefore, in the bustling urban areas and residential areas, the above-mentioned grounding forms are difficult to construct, high in investment costs, long in construction period, and cause great damage to surface vegetation and the environment. In areas with high soil resistivity, it is difficult for the grounding resistance to meet the design requirements. .

为了解决在城区中传统钢管杆架空输电线路的接地形式所存在的上述问题,人们使用了一些新的方法:一是利用钢管杆自身的桩基钢筋笼作为接地体;二是通过接地圆钢把钢管杆接地逐级相连接来形成接地网,或者采用接地极(降阻剂);三是采取在钢管杆桩基孔周边再人工开挖接地槽来组建接地网(如CN 103594826 A)。但这些方法在实际使用中会出现以下问题:In order to solve the above-mentioned problems in the grounding form of traditional steel pipe pole overhead transmission lines in urban areas, people have used some new methods: one is to use the pile foundation reinforcement cage of the steel pipe pole itself as the grounding body; The grounding of steel pipe poles is connected step by step to form a grounding grid, or a grounding electrode (resistance reducing agent) is used; the third is to manually excavate grounding grooves around the pile foundation holes of steel pipe poles to form a grounding grid (such as CN 103594826 A). However, these methods have the following problems in actual use:

1、利用钢管杆自身的桩基础钢筋笼作为接地体而形成的接地网,在遇到强雷电流不能及时导流时,更容易形成反击雷,使得输电线路跳闸;1. The grounding network formed by using the pile foundation reinforcement cage of the steel pipe pole itself as the grounding body, when encountering a strong lightning current that cannot be diverted in time, it is easier to form a counterattack lightning, causing the transmission line to trip;

2、通过接地圆钢把钢管杆接地逐级相连接来形成的接地网,需要在绿化带内开挖接地槽,对城市绿化破坏严重,而且占地面积大,挖埋土石方工程量大,施工费用高,同时对周边管线会造成安全隐患;2. The grounding network formed by connecting the steel pipe rods to the ground step by step through the grounding round steel needs to excavate the grounding groove in the green belt, which seriously damages the urban greening, and it occupies a large area, and the amount of excavation and burial of earth and stone is large. The cost is high, and at the same time, it will cause safety hazards to the surrounding pipelines;

3、逐级相连的接地方式,接地电阻虽然较小,但容易产生耦合电压,破坏线路的安全;3. The grounding method is connected step by step. Although the grounding resistance is small, it is easy to generate coupling voltage and damage the safety of the line;

4、接地极或者降阻剂会增加工程造价,而且使用效果会逐年递减,需要多次投资;4. The ground electrode or resistance reducing agent will increase the project cost, and the use effect will decrease year by year, requiring multiple investments;

5、桩基孔周边再人工开挖出接地槽来组建的接地网,为了满足工程对接地电阻的需求,接地槽面积一般都在桩基孔横截面积的两倍以上,然而在城市中接地槽面积往往会受到场地限制,在实际施工中人们一般会减少开挖接地槽,这样就会使接地电阻增大,从而达不到设计要求并且带来安全隐患。或者采取先破坏周边绿化和设施,做好接地网后再对周边绿化和设施进行恢复,这样会增加施工费用,延长施工周期,甚至对周边秩序造成不利影响。5. The grounding network is constructed by artificially excavating the grounding groove around the pile foundation hole. In order to meet the needs of the project for grounding resistance, the area of the grounding groove is generally more than twice the cross-sectional area of the pile foundation hole. However, grounding in the city The area of the trough is often limited by the site. In actual construction, people generally reduce the excavation of the grounding trough, which will increase the grounding resistance, which will not meet the design requirements and bring safety hazards. Or destroy the surrounding greenery and facilities first, and then restore the surrounding greenery and facilities after the grounding grid is completed. This will increase the construction cost, prolong the construction period, and even cause adverse effects on the surrounding order.

实用新型内容Utility model content

针对人们在解决钢管杆架空输电线路的接地形式所采取的方法所带来的问题,本实用新型提供了一种利用架空输电线路钢管杆桩基来组建的接地网。Aiming at the problems caused by people's method of solving the grounding form of the steel pipe rod overhead transmission line, the utility model provides a grounding grid formed by using the steel pipe rod pile foundation of the overhead power transmission line.

本实用新型要解决的技术问题所采取的技术方案是:所述利用钢管杆桩基组建的接地网包括间隔竖直设置在桩基孔壁内的连接圆钢,所述连接圆钢上端与连接圆环相连、下端延伸至桩基孔底部,所述桩基孔的孔壁内间隔设置有若干层横向接地体,每层横向接地体间隔设置,所述横向接地体一端伸入桩基孔的内壁深处,另一端与连接圆钢焊接相连,连接圆钢外表面不超出桩基孔内壁表面,所述连接圆钢下端与纵向接地体一端焊接相连,纵向接地体另一端伸入至桩基孔底部内,所述连接圆环通过接地引下线与接地扁铁焊接相连。The technical solution adopted for the technical problem to be solved by the utility model is: the grounding network formed by the steel pipe pole pile foundation includes connecting round steels vertically arranged in the hole wall of the pile foundation at intervals, and the upper end of the connecting round steel is connected to the connecting round steel. The rings are connected, and the lower end extends to the bottom of the pile foundation hole. Several layers of horizontal grounding bodies are arranged at intervals in the hole wall of the pile foundation hole, and each layer of horizontal grounding bodies is arranged at intervals. Deep inside the inner wall, the other end is welded to the connecting round steel, the outer surface of the connecting round steel does not exceed the inner wall surface of the pile foundation hole, the lower end of the connecting round steel is connected to one end of the longitudinal grounding body by welding, and the other end of the longitudinal grounding body extends into the pile foundation In the bottom of the hole, the connecting ring is welded to the ground flat iron through the ground down-lead.

所述桩基孔内设置有钢骨架和混凝土,所述钢骨架包括间隔设置呈竖直状的主钢骨架和若干层呈圆环状的辅钢骨架,所述主钢骨架与辅钢骨架采用捆扎相连接,在主钢骨架上端间隔设置有地脚螺栓。A steel frame and concrete are arranged in the hole of the pile foundation, and the steel frame includes a vertical main steel frame arranged at intervals and several layers of ring-shaped auxiliary steel frames, and the main steel frame and the auxiliary steel frame adopt The bundles are connected, and anchor bolts are arranged at intervals on the upper end of the main steel frame.

本实用新型的技术方案的创新之处:The innovation of the technical solution of the utility model:

1、充分利用架空输电线路钢管杆桩基来组建接地网,不需要另在桩基孔周边开挖接地槽,在确保满足接地电阻要求的情况下,对桩基孔周边的绿化和设施不会造成施工影响和破坏,减少了土石方挖埋,降低了工程施工费用。1. Make full use of the steel pipe pole pile foundation of the overhead transmission line to form the grounding network, and do not need to dig grounding grooves around the pile foundation hole. Under the condition of ensuring that the grounding resistance requirements are met, the greening and facilities around the pile foundation hole will not be affected. Cause construction impact and damage, reduce earthwork excavation and burial, and reduce engineering construction costs.

2、通过在桩基孔壁内间隔设置的横向接地体和在桩基孔底部(一般6米以下地下水水较丰富)设置的纵向接地体,可以满足工程对接地电阻的要求。2. Through the horizontal grounding body set at intervals in the pile foundation hole wall and the vertical grounding body set at the bottom of the pile foundation hole (generally the groundwater is abundant below 6 meters), it can meet the requirements of the project for grounding resistance.

3、本发明充分利用钢管杆自身的桩基孔先来组建接地网,接地网组建好以后,再用钢骨架和混凝土来浇灌钢管杆基础,利用混凝土层使钢管杆基础和接地网分离隔开(防止接地网与基础钢筋的接触),本发明占地面积小,结构紧凑,施工制作方便,接地效果好,且施工周期短,施工费用低。3. The present invention makes full use of the pile foundation holes of the steel pipe pole itself to build the grounding grid first. After the grounding grid is established, the steel skeleton and concrete are used to pour the steel pipe pole foundation, and the concrete layer is used to separate the steel pipe pole foundation from the grounding grid. (to prevent contact between the grounding grid and the foundation steel bar), the invention has a small footprint, a compact structure, convenient construction and fabrication, good grounding effect, short construction period, and low construction cost.

本实用新型所述接地网的构成件与现有技术中的构成件有些相同或者相近,但本发明的目的与现有技术不同,本发明解决了现有技术在城市钢管杆架空输电线路中,钢管杆接地网的设置需要在桩基孔周边开挖出面积是桩基孔横截面积两倍以上的接地槽,而接地槽面积的设置通常会受到城市空间不足的限制问题。本发明只需要利用钢管杆自身的桩基孔,不需要在钢管杆桩基孔以外的地方设置接地槽,就可以建立满足工程需要的接地网。The components of the grounding grid described in the utility model are somewhat the same or similar to those in the prior art, but the purpose of the present invention is different from that of the prior art. The setting of the steel pipe pole grounding grid needs to excavate a grounding groove around the pile foundation hole whose area is more than twice the cross-sectional area of the pile foundation hole, and the setting of the grounding groove area is usually limited by the lack of urban space. The present invention only needs to use the pile foundation hole of the steel pipe rod itself, and does not need to arrange grounding grooves outside the pile foundation hole of the steel pipe rod, so as to establish a grounding network that meets engineering needs.

附图说明Description of drawings

图1是本实用新型所述桩基孔浇灌后的结构示意图,Fig. 1 is the structural representation after the pile foundation hole of the utility model is poured,

图2是图1的A-A剖视结构示意图,Fig. 2 is a schematic diagram of the cross-sectional structure of A-A in Fig. 1,

图3是图1的B-B剖视结构示意图。Fig. 3 is a schematic diagram of the B-B sectional structure of Fig. 1 .

在图中,1、连接圆环 2、桩基孔 3、连接圆钢 4、横向接地体 5、焊接点 6、纵向接地体 7、主钢骨架 8、辅钢骨架 9、混凝土 10、地脚螺栓 11、接地引下线 12、接地扁铁。In the figure, 1, connecting ring 2, pile foundation hole 3, connecting round steel 4, horizontal grounding body 5, welding point 6, longitudinal grounding body 7, main steel skeleton 8, auxiliary steel skeleton 9, concrete 10, foundation foot Bolt 11, grounding down conductor 12, grounding flat iron.

具体实施方式detailed description

在图1、图2和图3中,如在城市中架设10kV及以上电压等级的钢管杆(电杆)架空输电线路,先在钢管杆定位的地面位置上挖出一个直径约为2米、深度为6-12米的桩基孔2(桩基孔大小依钢管杆和基础受力情况确定),然后在桩基孔内通过人工和简易工具将横向接地体打击插入或旋入到桩基孔的孔壁内,沿桩基孔轴线上每间隔两米设置一层横向接地体4,每层横向接地体为四根间隔设置(也可以是多根,根据需求确定),横向接地体采用50*50*5型规格的角钢,或者采用Φ50型螺旋锚地桩,长度为0.5米,前端制成30度尖角;再在桩基孔壁内沿孔壁竖直设置四根连接圆钢3,连接圆钢外表面不超出桩基孔内壁表面,最好是连接圆钢外表面与桩基孔壁表面相距不小于1厘米(防止接地网与基础钢筋的接触),连接圆钢(采用12毫米热镀锌圆钢)上端与位于桩基孔口的连接圆环1焊接相连,连接圆钢中间部位与横向接地体焊接相连(焊接点5),连接圆钢下端延伸至桩基孔底部,并与纵向接地体6焊接相连;在桩基孔底部打击插入或旋入四根纵向接地体(采用50*50*5型规格的角钢,或者采用Φ50型螺旋锚地桩,长度为0.5米,前端制成30度尖角)。最后通过水平设置的圆棒(或扁钢)与接地引下线11焊接相连,接地引下线又与接地扁铁12焊接相连,接地扁铁通过螺栓与钢管杆杆身相连,从而利用桩基可组建一个立体接地网。所述钢骨架有呈垂直状间隔分布的主钢骨架和呈圆环状分布的辅钢骨架,所述主钢骨架与辅钢骨架捆扎相连;最后再在桩基孔内安装由主钢骨架7、辅钢骨架8和地脚螺栓10组成的钢骨架,再在桩基孔内浇灌混凝土9,从而形成钢管杆基础。而钢管杆(图1中点划线表示)通过紧固螺栓与地角螺栓相连接,从而完成钢管杆的架设。In Figure 1, Figure 2 and Figure 3, if an overhead power transmission line with a steel pipe pole (electric pole) with a voltage level of 10kV and above is erected in a city, a hole with a diameter of about 2 meters and Pile foundation hole 2 with a depth of 6-12 meters (the size of the pile foundation hole is determined according to the stress of the steel pipe rod and the foundation), and then insert or screw the horizontal grounding body into the pile foundation hole manually and with simple tools In the hole wall of the hole, a layer of horizontal grounding body 4 is set at intervals of two meters along the axis of the pile foundation hole, and each layer of horizontal grounding body is set at intervals of four (or more, determined according to requirements), and the horizontal grounding body adopts 50*50*5 type angle steel, or Φ50 type spiral anchor pile, the length is 0.5 meters, and the front end is made into a 30-degree sharp angle; then four connecting round steels are vertically arranged along the hole wall in the pile foundation hole wall 3 , the outer surface of the connected round steel does not exceed the surface of the inner wall of the pile foundation hole. mm hot-dip galvanized round steel), the upper end is welded to the connection ring 1 located at the hole of the pile foundation, the middle part of the connected round steel is welded to the horizontal grounding body (welding point 5), and the lower end of the connected round steel extends to the bottom of the pile foundation hole. And connected with the longitudinal grounding body 6 by welding; insert or screw in four longitudinal grounding bodies at the bottom of the pile foundation hole (use 50*50*5 type angle steel, or use Φ50 type spiral anchor pile, the length is 0.5 meters, the front end made into a 30 degree sharp angle). Finally, the round bar (or flat steel) arranged horizontally is connected to the grounding down conductor 11 by welding, and the grounding down conductor is connected to the grounding flat iron 12 by welding. A three-dimensional grounding grid can be formed. The steel skeleton has a main steel skeleton distributed vertically at intervals and an auxiliary steel skeleton distributed in a ring shape, and the main steel skeleton is tied to the auxiliary steel skeleton; finally, the main steel skeleton 7 is installed in the pile foundation hole. , Auxiliary steel frame 8 and steel frame composed of anchor bolts 10, then pour concrete 9 in the pile foundation hole, thereby forming the steel pipe rod foundation. And the steel pipe pole (indicated by the dotted line in Fig. 1) is connected with the corner bolt through fastening bolts, thereby completing the erection of the steel pipe pole.

Claims (3)

1. the grounded screen that a kind of utilization steel pipe pole pile foundation is set up, is characterized in that:It is vertically arranged in pile foundation hole including interval(2)Wall Interior connection round steel(3), it is described to connect round steel upper end and be connected annulus(1)It is weldingly connected, lower end extends to pile foundation hole bottom, institute If stating be arranged at intervals with the hole wall of pile foundation hole the horizontal grounding body of dried layer(4), per layer of horizontal grounding body interval setting, it is described laterally The inwall of pile foundation hole is stretched in grounding body one end, and the other end is weldingly connected with round steel is connected, and connection round steel outer surface is without departing from pile foundation Hole wall surface, the connection round steel lower end and longitudinal grounding body(6)One end is weldingly connected, and longitudinal grounding body other end stretches to stake In datum hole bottom, the connection annulus passes through down conductor(11)With ground connection band iron(12)It is weldingly connected.
2. the grounded screen that a kind of utilization steel pipe pole pile foundation according to claim 1 is set up, is characterized in that:The connection round steel Outer surface is with pile foundation hole inner wall surface at a distance of not less than 1 centimetre.
3. the grounded screen that a kind of utilization steel pipe pole pile foundation according to claim 1 is set up, is characterized in that:The horizontal ground connection Body(4)With longitudinal grounding body(6)Length is 0.5 meter, and the angle steel using 50*50*5 type specifications or using the type spiral shells of Φ 50 Rotation anchorage stake is made.
CN201621184292.XU 2016-10-28 2016-10-28 Utilize ground net of steel pipe pole pile foundation set -up Expired - Fee Related CN206116649U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106374242A (en) * 2016-10-28 2017-02-01 国网江西省电力公司萍乡供电分公司 Grounding grid built by using steel pipe pole pile foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106374242A (en) * 2016-10-28 2017-02-01 国网江西省电力公司萍乡供电分公司 Grounding grid built by using steel pipe pole pile foundation

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