CN218263963U - A prefabricated foundation for transmission lines - Google Patents
A prefabricated foundation for transmission lines Download PDFInfo
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- CN218263963U CN218263963U CN202120298584.0U CN202120298584U CN218263963U CN 218263963 U CN218263963 U CN 218263963U CN 202120298584 U CN202120298584 U CN 202120298584U CN 218263963 U CN218263963 U CN 218263963U
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- 230000005540 biological transmission Effects 0.000 title claims abstract description 19
- 230000000903 blocking effect Effects 0.000 claims abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 8
- 238000005260 corrosion Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
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Abstract
Description
技术领域:Technical field:
本实用新型涉及一种装配式基础,尤其涉及一种输电线路的装配式基础。The utility model relates to an assembled foundation, in particular to an assembled foundation of a power transmission line.
背景技术:Background technique:
输电线路的基础结构是保证输电线路安全可靠的关键结构,目前,输电线路基础通常通过现场浇筑来完成,其需要进行混凝土浇筑养护、现场模板搭设和钢筋绑扎,基坑敞开时间长,现场浇筑基础成品质量的离散性大;而且,现场施工的安全风险、噪声污染较大,会对周边环境产生较大的影响,尤其在冬季施工时,对混凝土的养护非常困难。目前输电线路的基础结构也有通过整体预制的情况,但是由于输电线路的基础结构需满足一定的尺寸才能保证基础的牢固稳定性,导致混凝土重量重、尺寸大,对于施工机械的要求较高,对于运输及现场安装的安全风险较大,同时由于采用大型机械,需进行施工临时道路修筑,及进行场地平整,需进行机械租赁,大大增加了施工周期和施工成本。The basic structure of the transmission line is the key structure to ensure the safety and reliability of the transmission line. At present, the foundation of the transmission line is usually completed by on-site pouring, which requires concrete pouring and maintenance, on-site formwork erection and steel bar binding. The quality of finished products is highly discrete; moreover, the safety risks and noise pollution of on-site construction are relatively large, which will have a great impact on the surrounding environment, especially during winter construction, and the maintenance of concrete is very difficult. At present, the basic structure of the transmission line is also prefabricated as a whole, but because the basic structure of the transmission line needs to meet a certain size to ensure the firmness and stability of the foundation, resulting in heavy weight and large size of the concrete, which requires high requirements for construction machinery. The safety risks of transportation and on-site installation are relatively large. At the same time, due to the use of large-scale machinery, temporary road construction and site leveling are required, and machinery rental is required, which greatly increases the construction period and construction cost.
实用新型内容:Utility model content:
本实用新型的目的在于提供一种输电线路的装配式基础,便于加工和运输,且拼接方式简单,易于扩展,适用于不同电压等级的输电线路。The purpose of the utility model is to provide an assembled foundation for transmission lines, which is convenient for processing and transportation, has a simple splicing method and is easy to expand, and is suitable for transmission lines of different voltage levels.
本实用新型由如下技术方案实施:The utility model is implemented by the following technical solutions:
一种输电线路的装配式基础,包括若干底座分块、立柱以及法兰盘;An assembled foundation of a power transmission line, comprising several base blocks, columns and flanges;
若干个所述底座分块组合拼装成组合底座,所述组合底座为至少一层;所述立柱竖直设于所述组合底座顶面的中心位置上,在所述立柱底端的外边缘锚固有所述法兰盘,在与所述立柱相接触的所述底座分块内预埋有竖直的预埋螺栓,所述预埋螺栓与所述法兰盘的螺栓孔位置对应,所述预埋螺栓的顶端突出于所述底座分块的顶面并与所述法兰盘通过螺母固定;A plurality of the bases are combined and assembled into a combined base, and the combined base has at least one layer; the column is vertically arranged at the center of the top surface of the combined base, and anchored at the outer edge of the bottom end of the column. The flange is pre-embedded with vertical pre-embedded bolts in the base block in contact with the column, and the pre-embedded bolts correspond to the positions of the bolt holes of the flange, and the pre-embedded bolts The top of the buried bolt protrudes from the top surface of the base block and is fixed with the flange by a nut;
在所述立柱、所述底座分块、所述法兰盘以及所述组合底座的外表面均涂设有防腐材料。Anti-corrosion materials are coated on the outer surfaces of the column, the base block, the flange and the combined base.
进一步的,在所述底座分块内部预埋有竖直设置的连接套管;Further, a vertical connection sleeve is pre-embedded inside the base block;
水平方向上相邻接的两个所述底座分块通过分别设于所述底座分块顶面和底面的两块水平设置的连接钢板连接,在所述连接钢板上开设有分别与邻接的两个所述底座分块上的连接套管位置对应的至少两个通孔,在所述底座分块的顶面和底面上分别开设有与所述连接钢板位置对应的嵌入槽,所述连接钢板嵌入于所述嵌入槽内;The two adjacent base blocks in the horizontal direction are connected by two horizontally arranged connecting steel plates respectively arranged on the top surface and the bottom surface of the base block. There are at least two through holes corresponding to the positions of the connecting sleeves on each of the base blocks, and embedding grooves corresponding to the positions of the connecting steel plates are respectively opened on the top and bottom surfaces of the base block, and the connecting steel plates embedded in the embedding groove;
连接螺杆穿过所述连接套管和所述连接钢板上的通孔后通过螺母与所述底座分块固定,且在所述连接螺杆与所述连接套管的间隙内灌注有灌浆料。The connecting screw passes through the connecting sleeve and the through hole on the connecting steel plate and is fixed to the base by nuts, and the gap between the connecting screw and the connecting sleeve is filled with grouting material.
进一步的,所述组合底座为两层结构;Further, the combined base has a two-layer structure;
上下相邻的两个所述底座分块重叠部分内部的所述连接套管的位置对应,所述连接螺杆同时穿过上下相邻的两个所述底座分块内位置对应的所述连接套管和所述连接钢板上的通孔后通过螺母与所述底座分块固定,且在所述连接螺杆与所述连接套管的间隙内灌注有灌浆料。The positions of the connecting sleeves inside the overlapping parts of the two adjacent base blocks up and down are corresponding, and the connecting screw passes through the corresponding connecting sleeves in the two adjacent base blocks up and down at the same time The pipe and the through hole on the connecting steel plate are then fixed to the base by nuts, and the gap between the connecting screw and the connecting sleeve is filled with grouting material.
进一步的,在所述法兰盘上的两两相邻的螺栓孔之间均设有加强肋板,所述加强肋板的一端与所述法兰盘焊接固定,所述加强肋板的另一端与所述立柱内部的钢结构焊接固定。Further, a reinforcing rib is provided between two adjacent bolt holes on the flange, one end of the reinforcing rib is welded and fixed to the flange, and the other end of the reinforcing rib One end is welded and fixed with the steel structure inside the column.
本实用新型的优点:Advantage of the utility model:
本实用新型中每个单独结构的体积小、重量轻,便于加工和运输,且拼接方式简单,整体的强度高,提高了可靠度和安全性,也适用于不同电压等级的输电线路,也可根据实际需求进行扩展,适用性强;此外,立柱和底座分块均是在工厂预制,然后在现场装配即可,不仅易于控制预制件的尺寸和模数,方便运输和现场装配,还省去了现场混凝土浇筑养护、现场模板搭设和钢筋绑扎的作业环节,在保证了基础强度的同时,节省了施工周期、降低了施工难度。Each individual structure in the utility model is small in size and light in weight, which is convenient for processing and transportation, and the splicing method is simple, the overall strength is high, and the reliability and safety are improved. It is also suitable for transmission lines of different voltage levels, and can also be It can be expanded according to actual needs and has strong applicability; in addition, the columns and base blocks are prefabricated in the factory and then assembled on site. The on-site concrete pouring and maintenance, on-site formwork erection and steel bar binding operations are eliminated. While ensuring the strength of the foundation, it saves the construction period and reduces the construction difficulty.
附图说明:Description of drawings:
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings based on these drawings without creative work.
图1为本实用新型中立柱与法兰盘的结构示意图;Fig. 1 is the structural representation of column and flange of the utility model;
图2为实施例1的俯视结构示意图;Fig. 2 is the top view structural representation of
图3为图2中的A-A剖面示意图;Fig. 3 is A-A sectional schematic diagram in Fig. 2;
图4为实施例2的俯视结构示意图;Fig. 4 is the top view structural representation of
图5为图4中的B-B剖面示意图。Fig. 5 is a schematic cross-sectional view of B-B in Fig. 4 .
图中:底座分块1、立柱2、法兰盘3、连接螺杆4、连接钢板5、嵌入槽6、加强肋板7、预埋螺栓8。In the figure:
具体实施方式:detailed description:
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
实施例1:Example 1:
如图1-图3所示的一种输电线路的装配式基础,包括若干底座分块1、立柱2以及法兰盘3;A prefabricated foundation for transmission lines as shown in Figures 1-3, including a number of
本实施例中,可根据输电线路的电压等级来决定所采用的底座分块1的数量多少,因为输电线路的电压等级越高,外荷载越大,基础和立柱2的尺寸也应相应增大,具体的底座分块1的数量可以是4个、9个、16个等等;本实施例中,以采用4个底座分块1组合成一层的组合底座为例进行说明。In this embodiment, the number of
底座分块1呈横截面为正方形的长方体结构;4个底座分块1组合拼装成一层的组合底座,组合底座的横截面为正方形;The
在底座分块1内部预埋有供连接螺杆4穿过的竖直设置的连接套管;水平方向上相邻接的两个底座分块1通过分别设于底座分块1顶面和底面的两块水平设置的连接钢板5连接,在连接钢板5上开设有分别与邻接的两个底座分块1上的连接套管位置对应的多个通孔,在底座分块1的顶面和底面上分别开设有与连接钢板5位置对应的嵌入槽6,连接钢板5嵌入于嵌入槽6内;连接螺杆4穿过连接套管和连接钢板5上的通孔后通过螺母与所述底座分块1固定,且在连接螺杆4与连接套管的间隙内灌注有灌浆料。Inside the
嵌入槽6的开设,可保证连接钢板5和连接螺杆4均不突出于底座分块1,保证底座分块1之间的良好拼接,进而确保组合底座的稳定性;连接螺杆4可为水平连接提供受力点;连接钢板5不仅起到了对相邻两个底座分块1之间的水平连接,还可对螺母起到一定的支撑作用,降低螺母对底座分块1的应力,提高组合底座整体的牢固性。The opening of the embedded
立柱2竖直设于组合底座顶面的中心位置上,在立柱2底端的外边缘锚固有法兰盘3,在法兰盘3上的两两相邻的螺栓孔之间均设有加强肋板7,加强肋板7的一端与法兰盘3焊接固定,加强肋板7的另一端与立柱2内部的钢结构焊接固定。The
在与立柱2相接触的底座分块1内预埋有竖直的预埋螺栓8,预埋螺栓8与法兰盘3的螺栓孔位置对应,预埋螺栓8的顶端突出于底座分块1的顶面并与法兰盘3通过螺母固定;Vertical embedded
在立柱2、底座分块1、法兰盘3以及组合底座的外表面均涂设有防腐材料。The outer surfaces of the
实施例2:Example 2:
如图1、图4、图5所示的一种输电线路的装配式基础,包括若干底座分块1、立柱2以及法兰盘3;As shown in Figure 1, Figure 4, and Figure 5, a prefabricated foundation for a power transmission line includes a number of
当需要进一步加强基础和立柱2的牢固稳定性,也可以将底座分块1拼装成两层结构,且每一层的横截面从上至下依次增大,如第一层是4个,第二层是9个,等等。本实施例中,以第一层采用4个底座分块1、第二层采用9个底座分块1的组合底座为例进行说明。When it is necessary to further strengthen the solid stability of the foundation and the
底座分块1呈横截面为正方形的长方体结构;13个底座分块1组合拼装成两层结构的组合底座,组合底座的横截面为正方形。The
在底座分块1内部预埋有供连接螺杆4穿过的竖直设置的连接套管;水平方向上相邻接的两个底座分块1通过分别设于底座分块1顶面和底面的两块水平设置的连接钢板5连接,在连接钢板5上开设有分别与邻接的两个底座分块1上的连接套管位置对应的多个通孔,在底座分块1的顶面和底面上分别开设有与连接钢板5位置对应的嵌入槽6,连接钢板5嵌入于嵌入槽6内;上下相邻的两个底座分块1重叠部分内部的连接套管的位置对应,连接螺杆4同时穿过上下相邻的两个底座分块1内位置对应的连接套管和连接钢板5上的通孔后通过螺母与所述底座分块1固定,且在连接螺杆4与连接套管的间隙内灌注有灌浆料。Inside the
嵌入槽6的开设,可保证连接钢板5和连接螺杆4均不突出于底座分块1,保证底座分块1之间的良好拼接,进而确保组合底座的稳定性;连接螺杆4不仅能起到对上下相邻两层的底座分块1之间的纵向连接,还可为水平连接提供受力点;连接钢板5不仅起到了对相邻两个底座分块1之间的水平连接,还可对螺母起到一定的支撑作用,降低螺母对底座分块1的应力,提高组合底座整体的牢固性。The opening of the embedded
立柱2竖直设于组合底座顶面的中心位置上,在立柱2底端的外边缘锚固有法兰盘3,在法兰盘3上的两两相邻的螺栓孔之间均设有加强肋板7,加强肋板7的一端与法兰盘3焊接固定,加强肋板7的另一端与立柱2内部的钢结构焊接固定。The
在与立柱2相接触的底座分块1内预埋有竖直的预埋螺栓8,预埋螺栓8与法兰盘3的螺栓孔位置对应,预埋螺栓8的顶端突出于底座分块1的顶面并与法兰盘3通过螺母固定。Vertical embedded
在立柱2、底座分块1、法兰盘3以及组合底座的外表面均涂设有防腐材料。The outer surfaces of the
以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in the Within the protection scope of the present utility model.
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| CN114922219A (en) * | 2021-02-02 | 2022-08-19 | 内蒙古电力(集团)有限责任公司 | Fabricated foundation of power transmission line and construction method thereof |
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| CN114922219A (en) * | 2021-02-02 | 2022-08-19 | 内蒙古电力(集团)有限责任公司 | Fabricated foundation of power transmission line and construction method thereof |
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