CN110714476A - An assembled transmission line tower foundation - Google Patents

An assembled transmission line tower foundation Download PDF

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CN110714476A
CN110714476A CN201911108870.XA CN201911108870A CN110714476A CN 110714476 A CN110714476 A CN 110714476A CN 201911108870 A CN201911108870 A CN 201911108870A CN 110714476 A CN110714476 A CN 110714476A
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component
concrete
assembly
horizontal
horizontal component
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CN110714476B (en
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金李
佘志斌
丁士君
王远
朱照清
刘汉生
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Hubei Electric Power Planning Design And Research Institute Co ltd
China Electric Power Research Institute Co Ltd CEPRI
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Hubei Electric Survey And Design Institute Co Ltd
China Electric Power Research Institute Co Ltd CEPRI
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys

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Abstract

本发明涉及杆塔基础结构技术领域,具体地指一种装配式输电线路杆塔基础。包括多个单元组件;所述单元组件包括混凝土组件;所述混凝土组件为柱状或是方形块状结构,混凝土组件内埋设有至少一根钢管组件;所述钢管组件为一端埋设在混凝土组件内,另一端向外延伸的管状结构,钢管组件与另一混凝土组件上的钢管组件固结将两个单元组件连接为一体,多个混凝土组件通过钢管组件相互对接形成杆塔基础。本发明结构简单,组装方便,极大程度提高了杆塔基础的修造效率,降低了施工难度,缩短了野外作业时间,方便了组件质量的车间控制,装配式结构更加方便、快捷,节省了大量的人力物力成本,具有极大的推广价值。

The invention relates to the technical field of pole tower foundation structures, in particular to an assembled transmission line pole tower foundation. It includes a plurality of unit components; the unit component includes a concrete component; the concrete component is a column or square block structure, and at least one steel pipe component is embedded in the concrete component; one end of the steel pipe component is embedded in the concrete component, The other end is a tubular structure extending outward, and the steel pipe component is consolidated with the steel pipe component on another concrete component to connect the two unit components as a whole. The invention has simple structure and convenient assembly, greatly improves the construction efficiency of the tower foundation, reduces the construction difficulty, shortens the field operation time, facilitates the workshop control of the component quality, the assembled structure is more convenient and fast, and saves a lot of time. The cost of human and material resources has great promotion value.

Description

一种装配式输电线路杆塔基础An assembled transmission line tower foundation

技术领域technical field

本发明涉及杆塔基础结构技术领域,具体地指一种装配式输电线路杆塔基础。The invention relates to the technical field of pole tower foundation structures, in particular to an assembled transmission line pole tower foundation.

背景技术Background technique

杆塔基础承受较大的水平与竖向荷载,故基础体形较大。传统的现浇钢筋混凝土基础,有两大不足:一是养护时间长,延长了野外作业的工期,增大了工程成本;二是受限于输电工程施工作业线状分布的特点,钢筋野外绑扎,混凝土野外浇筑,现场施工难度大,效率低,质量管控难。近年来,随着输电工程机械化施工的逐步普及,以及风灾冰灾后电网抢修的高时效要求,装配式基础的市场需求越来越大,但现有的基础修造技术却满足不了这种日益增长的市场需求。The tower foundation bears large horizontal and vertical loads, so the foundation shape is large. The traditional cast-in-place reinforced concrete foundation has two major shortcomings: one is that the maintenance time is long, which prolongs the construction period of field operations and increases the project cost; , Concrete pouring in the field, the on-site construction is difficult, the efficiency is low, and the quality control is difficult. In recent years, with the gradual popularization of mechanized construction of power transmission projects and the high timeliness requirements of power grid repairs after wind and ice disasters, the market demand for prefabricated foundations is increasing, but the existing foundation repair technology cannot meet this growing demand. Market demand.

发明内容SUMMARY OF THE INVENTION

本发明的目的就是要解决上述背景技术的不足,提供一种装配式输电线路杆塔基础。The purpose of the present invention is to solve the above-mentioned deficiencies of the background technology, and to provide an assembled transmission line tower foundation.

本发明的技术方案为:一种装配式输电线路杆塔基础,其特征在于:包括多个单元组件;所述单元组件包括混凝土组件;所述混凝土组件为柱状或是方形块状结构,混凝土组件内埋设有至少一根钢管组件;所述钢管组件为一端埋设在混凝土组件内,另一端向外延伸的管状结构,钢管组件与另一混凝土组件上的钢管组件固结将两个单元组件连接为一体,多个混凝土组件通过钢管组件相互对接形成杆塔基础。The technical scheme of the present invention is: an assembled transmission line tower foundation, which is characterized in that: it includes a plurality of unit components; the unit components include concrete components; the concrete components are columnar or square block structures, and the concrete components At least one steel pipe assembly is embedded; the steel pipe assembly is a tubular structure with one end embedded in the concrete assembly and the other end extending outward, and the steel pipe assembly is consolidated with the steel pipe assembly on the other concrete assembly to connect the two unit assemblies into one , a plurality of concrete components are connected to each other through steel pipe components to form a tower foundation.

进一步的所述钢管组件包括作为立柱支撑的竖向组件;所述竖向组件一端埋设在混凝土组件内,另一端设置有与相邻竖向组件对接的第一连接结构。Further, the steel pipe assembly includes a vertical assembly supported by a column; one end of the vertical assembly is embedded in the concrete assembly, and the other end is provided with a first connection structure that is butted with the adjacent vertical assembly.

进一步的所述第一连接结构包括竖向组件管壁上开设的多个第一通孔,多个第一通孔沿周向间隔布置于竖向组件管壁上;所述竖向组件端部插入相邻竖向组件内或是套设于相邻竖向组件外并通过穿设于第一通孔内的螺栓固连为一体。Further, the first connection structure includes a plurality of first through holes opened on the pipe wall of the vertical assembly, and the plurality of first through holes are arranged on the pipe wall of the vertical assembly at intervals along the circumferential direction; the end of the vertical assembly The utility model is inserted into the adjacent vertical components or sleeved outside the adjacent vertical components, and is fixedly connected as a whole through the bolts penetrated in the first through holes.

进一步的所述钢管组件还包括作为平行勾连的水平组件;所述水平组件一端埋设在混凝土组件内,另一端设置有与相邻水平组件对接的第二连接结构。Further, the steel pipe assembly also includes a horizontal assembly as a parallel hook; one end of the horizontal assembly is embedded in the concrete assembly, and the other end is provided with a second connection structure that is butted with the adjacent horizontal assembly.

进一步的所述水平组件位于混凝土组件外的管体上沿水平组件轴向延伸的卡槽;所述第二连接结构包括布置在卡槽内的连接板;所述连接板一侧焊接在卡槽侧壁并与卡槽另一侧留有间隙,连接板上开设有第二通孔;所述水平组件端部插入相邻水平组件内或是套设在相邻水平组件外使两块连接板伸入到间隙内相互贴紧并通过穿设于第二通孔内的螺栓固连为一体。Further, the horizontal component is located on the pipe body outside the concrete component, and a clamping groove extends along the axial direction of the horizontal component; the second connecting structure includes a connecting plate arranged in the clamping groove; one side of the connecting plate is welded to the clamping groove There is a gap between the side wall and the other side of the card slot, and the connecting plate is provided with a second through hole; the end of the horizontal component is inserted into the adjacent horizontal component or sleeved outside the adjacent horizontal component to make two connecting plates. They extend into the gap and are closely attached to each other and are fixedly connected together by bolts penetrated in the second through hole.

进一步的所述水平组件位于混凝土组件外的管体上开设有两条卡槽,两条卡槽对称布置于水平组件的轴线两侧;所述的连接板的两端分别穿过水平组件上的两条卡槽。Further, the pipe body of the horizontal component outside the concrete component is provided with two clamping grooves, and the two clamping grooves are symmetrically arranged on both sides of the axis of the horizontal component; the two ends of the connecting plate respectively pass through the horizontal component. Two card slots.

进一步的所述连接板的两端分别穿过水平组件上的两条卡槽并向水平组件外延伸,且延伸至水平组件外的板体上开设有第二通孔。Further, the two ends of the connecting plate respectively pass through the two card slots on the horizontal assembly and extend to the outside of the horizontal assembly, and a second through hole is formed on the plate body extending to the outside of the horizontal assembly.

进一步的所述水平组件位于混凝土组件外的管体上开设有多个沿水平组件周向间隔布置的第三通孔,水平组件的端部伸入到相邻水平组件内或是套设在相邻水平组件外并通过穿设于第三通孔的螺栓固连为一体。Further, the pipe body of the horizontal component outside the concrete component is provided with a plurality of third through holes spaced along the circumferential direction of the horizontal component, and the end of the horizontal component extends into the adjacent horizontal component or is sleeved on the opposite horizontal component. It is adjacent to the outside of the horizontal component and is fixedly connected as a whole by a bolt passing through the third through hole.

进一步的所述混凝土组件内设置有多根围绕在钢管组件外侧的加固筋条,多根加固筋条纵横交错布置形成浇筑于混凝土组件内的钢筋骨架。Further, a plurality of reinforcing bars surrounding the outer side of the steel pipe assembly are arranged in the concrete assembly, and the plurality of reinforcing bars are arranged in a crisscross pattern to form a steel skeleton cast in the concrete assembly.

进一步的所述混凝土组件上设置有吊耳;所述吊耳为一端埋设在混凝土组件内并与加固筋条固连、一端延伸至混凝土组件外的C型构件。Further, the concrete assembly is provided with a lifting lug; the suspension lug is a C-shaped member whose one end is embedded in the concrete assembly and is fixedly connected with the reinforcing rib, and one end extends outside the concrete assembly.

本发明的优点有:1、本发明的杆塔基础通过多个单元组件组装而成,单元组件为钢管混凝土构件,通过钢管组件将相邻单元组件组装在一起,根据杆塔基础的结构选取适合数量的单元组件即可将其组装成需要的结构,根据承载力的设计要求可以在平面和竖向进行扩展,其安装方式简单,且单元组件可以在预制厂内提前制好,极大程度提高了杆塔基础修造效率,降低了施工难度,有效缩短了外业施工工期,实现构件质量的车间控制;The advantages of the present invention are as follows: 1. The tower foundation of the present invention is assembled by a plurality of unit components, and the unit components are concrete-filled steel tubular components. The adjacent unit components are assembled together through the steel pipe components, and an appropriate number of The unit components can be assembled into the required structure, and can be expanded in plane and vertical according to the design requirements of bearing capacity. The installation method is simple, and the unit components can be prepared in advance in the prefabrication factory, which greatly improves the pole tower The efficiency of foundation building and construction reduces the difficulty of construction, effectively shortens the construction period of the field, and realizes the workshop control of the quality of components;

2、本发明的钢管组件包括作为立柱结构的竖向组件,竖向组件相互对接形成竖向的支柱结构,实际使用时,可以根据杆塔基础的承载要求,改变竖向组件的截面尺寸,从而提高基础的承载力;2. The steel pipe assembly of the present invention includes a vertical assembly as a column structure. The vertical assemblies are connected to each other to form a vertical column structure. In actual use, the section size of the vertical assembly can be changed according to the bearing requirements of the tower foundation, thereby improving the the bearing capacity of the foundation;

3、本发明竖向组件相互套接,接头和插头上均设置有第一通孔,当两个竖向组件相互对接在一起后,内管内壁预嵌固螺母,通过外穿过第一通孔内的螺栓即可将两组竖向组件固连为一体,安装方式极为简单;3. The vertical components of the present invention are sleeved with each other, and the joint and the plug are both provided with first through holes. Two sets of vertical components can be fixedly connected into one by the bolts in the holes, and the installation method is extremely simple;

4、本发明的钢管组件还包括水平布置的作为勾连连接的水平组件,水平组件相互对接将多个单元组件勾连成水平方向的承载基础,水平组件可以根据实际需求选择合适管径的钢管结构;4. The steel pipe assembly of the present invention also includes horizontally arranged horizontal assemblies as hook connections. The horizontal assemblies are connected to each other to connect multiple unit assemblies into a horizontal bearing foundation. The horizontal assemblies can select a steel pipe structure with a suitable diameter according to actual needs;

5、本发明相邻水平组件采用套接的方式相互连接,并在水平组件上设置有连接板,连接板能够定位水平组件的方向,便于在套接过程中确认好单元组件的方向,便于对两组相邻水平组件的安装,连接板上有螺栓穿过的第二通孔,以提高了水平组件连接的强度;5. The adjacent horizontal components of the present invention are connected to each other by means of socket connection, and a connecting plate is arranged on the horizontal component, and the connection plate can locate the direction of the horizontal component, which is convenient for confirming the direction of the unit components during the socketing process, and is convenient for alignment. For the installation of two groups of adjacent horizontal components, there are second through holes through which bolts pass through the connecting plate, so as to improve the connection strength of the horizontal components;

6、本发明在水平组件上设置两组卡槽,两组卡槽对称布置,即布置的连接板贯通了整个水平组件,两组水平组件对接后接触面积大幅度提升,传力性能得以提高;6. In the present invention, two sets of card slots are arranged on the horizontal component, and the two sets of card slots are symmetrically arranged, that is, the arranged connecting plate penetrates the entire horizontal component, the contact area of the two sets of horizontal components is greatly improved after the butt joint, and the force transmission performance is improved;

7、本发明在连接板延伸至水平组件外的部位上设置有第二通孔,即水平组件对接安装后,是在水平组件的外侧进行螺栓安装,由于采用了内管内壁预嵌固螺母,这种结构便于安装;7. In the present invention, a second through hole is provided on the part where the connecting plate extends to the outside of the horizontal assembly, that is, after the horizontal assembly is butt-installed, the bolt installation is performed on the outside of the horizontal assembly. This structure is easy to install;

8、本发明在水平组件上设置有第三通孔,当两组水平组件对接后通过螺栓穿过第三通孔,即可将两组水平组件固连为一体,配合连接板使用,能够大幅度提高两组水平组件的连接强度;8. The present invention is provided with a third through hole on the horizontal component. When the two sets of horizontal components are connected to each other, the bolts pass through the third through hole, and the two sets of horizontal components can be fixedly connected into one. The connection strength of the two sets of horizontal components is greatly improved;

9、本发明在外包混凝土内增加加固筋条,提高了整个混凝土的结构抗裂性,加固筋条包覆在钢管组件的外侧,加强了混凝土与钢管的整体性;9. In the present invention, reinforcing bars are added in the outsourcing concrete, which improves the crack resistance of the entire concrete structure, and the reinforcing bars are wrapped on the outside of the steel pipe assembly to strengthen the integrity of the concrete and the steel pipe;

10、本发明在混凝土组件内埋设有吊耳,对于某些大型的单元组件,吊耳便于对这类单元组件进行搬运;10. In the present invention, lifting ears are embedded in the concrete components, and for some large-scale unit components, the lifting ears are convenient for handling such unit components;

11、本发明的组成单元采用了固定的模数和尺寸,可以实现二次利用,对于设计使用年限内线路的迁改,能减少基础材料的浪费。11. The constituent unit of the present invention adopts a fixed modulus and size, which can realize secondary utilization, and can reduce the waste of basic materials for the relocation of the circuit within the designed service life.

本发明结构简单,组装方便,极大程度提高了杆塔基础的修造效率,降低了施工难度,缩短了野外作业时间,方便了组件质量的车间控制,装配式结构更加方便、快捷,节省了大量的人力物力成本,具有极大的推广价值。The invention has simple structure and convenient assembly, greatly improves the construction efficiency of the tower foundation, reduces the construction difficulty, shortens the field operation time, facilitates the workshop control of the component quality, the assembled structure is more convenient and fast, and saves a lot of time. The cost of human and material resources has great promotion value.

附图说明Description of drawings

图1:本发明的杆塔基础主视图;Fig. 1: the front view of the tower foundation of the present invention;

图2:本发明的杆塔基础俯视图;Fig. 2: the top view of the tower foundation of the present invention;

图3:本发明的竖向组件结构示意图;Figure 3: a schematic view of the vertical assembly structure of the present invention;

图4:本发明的图3中的A-A视图;Figure 4: A-A view in Figure 3 of the present invention;

图5:本发明的水平组件结构示意图;Figure 5: a schematic view of the structure of the horizontal assembly of the present invention;

图6:本发明的图5中的B-B视图;Figure 6: B-B view in Figure 5 of the present invention;

其中:1—混凝土组件;2—竖向组件;3—第一通孔;4—水平组件;5—卡槽;6—连接板;7—第二通孔;8—第三通孔;9—加固筋条;10—吊耳。Among them: 1-concrete component; 2-vertical component; 3-first through hole; 4-horizontal component; 5-card slot; 6-connecting plate; 7-second through-hole; 8-third through-hole; 9 - Reinforcing ribs; 10 - lifting lugs.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明作进一步的详细说明。The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

如图1~6,本实施例的杆塔基础是一种装配式结构,由多个单元组件组装而成。如图1~6所示,本实施例的单元组件包括两个部分,一是混凝土组件1,二是钢管组件。钢管组件为一端埋设在混凝土组件1内,另一端向外延伸的管状结构,混凝土组件1可以是柱状结构也可以是方形的块状结构,本实施例的混凝土组件1为立方体或是长方体。混凝土组件1内设置有多根围绕在钢管组件外侧的加固筋条9,多根加固筋条9纵横交错布置形成浇筑于混凝土组件1内的钢筋骨架。混凝土组件1上设置有吊耳10,吊耳10为一端埋设在混凝土组件1内并与加固筋条9固连、一端延伸至混凝土组件1外的C型构件。针对某些大型的单元组件,吊耳10便于吊装搬运。As shown in Figures 1 to 6, the tower foundation of this embodiment is an assembled structure, which is assembled from a plurality of unit components. As shown in Figures 1-6, the unit assembly of this embodiment includes two parts, one is the concrete assembly 1, and the other is the steel pipe assembly. The steel pipe component is a tubular structure with one end embedded in the concrete component 1 and the other end extending outward. The concrete component 1 can be a columnar structure or a square block structure. The concrete component 1 in this embodiment is a cube or a cuboid. The concrete assembly 1 is provided with a plurality of reinforcing bars 9 surrounding the outer side of the steel pipe assembly. The concrete assembly 1 is provided with a lifting lug 10 . The lifting lug 10 is a C-shaped member whose one end is embedded in the concrete assembly 1 and is fixedly connected with the reinforcing rib 9 and one end extends outside the concrete assembly 1 . For some large unit components, the lifting lugs 10 are convenient for lifting and handling.

本实施例的钢管组件包括两组,如图3~4所示,钢管组件包括作为立柱支撑的竖向组件2,竖向组件2一端埋设在混凝土组件1内,另一端设置有与相邻竖向组件2对接的第一连接结构。如图3~4所示,第一连接结构包括竖向组件2管壁上开设的多个第一通孔3,多个第一通孔3沿周向间隔布置于竖向组件2管壁上,竖向组件2端部插入相邻竖向组件2内或是套设于相邻竖向组件2外并通过穿设于第一通孔3内的螺栓固连为一体。The steel pipe assembly in this embodiment includes two groups. As shown in Figures 3 to 4, the steel pipe assembly includes a vertical assembly 2 supported by a vertical column. The first connection structure that is docked to the component 2 . As shown in FIGS. 3 to 4 , the first connection structure includes a plurality of first through holes 3 opened on the pipe wall of the vertical assembly 2 , and the plurality of first through holes 3 are arranged on the pipe wall of the vertical assembly 2 at intervals along the circumferential direction , the end of the vertical assembly 2 is inserted into the adjacent vertical assembly 2 or sleeved outside the adjacent vertical assembly 2 and is fixedly connected as a whole through the bolts passing through the first through hole 3 .

安装时,将相邻两组单元组件中对应的两组竖向组件2相互套接在一起,使两组竖向组件2中的第一通孔3一一对应,然后向第一通孔3内穿设螺栓将两者固连为一体,完成单元组件中竖向组件2的安装。During installation, the corresponding two groups of vertical assemblies 2 in the adjacent two groups of unit assemblies are sleeved together, so that the first through holes 3 in the two groups of vertical assemblies 2 are in one-to-one correspondence, and then toward the first through holes 3 Bolts are inserted inside to connect the two together, and the installation of the vertical assembly 2 in the unit assembly is completed.

竖向组件2可以是单根钢管穿过混凝土组件1,其两端伸出混凝土组件1。也可以是竖向组件2一端处于混凝土组件1内,另一端沿竖向延伸。根据实际需求采用不同结构的竖向组件2。The vertical assembly 2 can be a single steel pipe passing through the concrete assembly 1, and its two ends protrude out of the concrete assembly 1. Alternatively, one end of the vertical component 2 is located in the concrete component 1, and the other end extends vertically. Vertical assemblies 2 with different structures are adopted according to actual needs.

如图5~6所示,钢管组件还包括作为平行勾连的水平组件4,水平组件4一端埋设在混凝土组件1内,另一端设置有与相邻水平组件4对接的第二连接结构。水平组件4位于混凝土组件1外的管体上沿水平组件4轴向延伸的卡槽5,水平组件4位于混凝土组件1外的管体上开设有两条卡槽5,两条卡槽5对称布置于水平组件4的轴线两侧。第二连接结构包括布置在卡槽5内的连接板6,连接板6的两端分别穿过水平组件1上的两条卡槽5并向水平组件4外延伸,且延伸至水平组件4外的板体上开设有第二通孔7。连接板6一侧焊接在卡槽5侧壁并与卡槽5另一侧留有间隙,水平组件4端部插入相邻水平组件4内或是套设在相邻水平组件4外使两块连接板6伸入到间隙内相互贴紧并通过穿设于第二通孔7内的螺栓固连为一体。As shown in FIGS. 5-6 , the steel pipe assembly further includes a horizontal assembly 4 as a parallel hook. One end of the horizontal assembly 4 is embedded in the concrete assembly 1 , and the other end is provided with a second connection structure for butt joint with the adjacent horizontal assembly 4 . The horizontal component 4 is located on the pipe body outside the concrete component 1, and the clamping groove 5 extends along the axial direction of the horizontal component 4. The horizontal component 4 is located on the pipe body outside the concrete component 1. There are two clamping grooves 5, and the two clamping grooves 5 are symmetrical Arranged on both sides of the axis of the horizontal assembly 4 . The second connecting structure includes a connecting plate 6 arranged in the card slot 5 . Both ends of the connecting plate 6 respectively pass through the two card slots 5 on the horizontal assembly 1 and extend to the outside of the horizontal assembly 4 and to the outside of the horizontal assembly 4 A second through hole 7 is opened on the plate body. One side of the connecting plate 6 is welded to the side wall of the card slot 5 and has a gap with the other side of the card slot 5. The end of the horizontal component 4 is inserted into the adjacent horizontal component 4 or sleeved outside the adjacent horizontal component 4 to make two pieces. The connecting plates 6 protrude into the gap and are tightly attached to each other, and are connected together by bolts pierced through the second through holes 7 .

水平组件4位于混凝土组件1外的管体上开设有多个沿水平组件4周向间隔布置的第三通孔8,水平组件4的端部伸入到相邻水平组件4内或是套设在相邻水平组件4外并通过穿设于第三通孔8的螺栓固连为一体。A plurality of third through holes 8 spaced along the circumferential direction of the horizontal component 4 are opened on the pipe body of the horizontal component 4 outside the concrete component 1, and the end of the horizontal component 4 extends into the adjacent horizontal component 4 or is sleeved. Outside the adjacent horizontal components 4 and are connected together by bolts passing through the third through holes 8 .

实际安装时,将两组对应的水平组件4相互套接在一起,连接板6伸入到对方水平组件4的间隙内,与对方水平组件4中的连接板6贴合在一起,使两块连接板6上的第二通孔7一一对应,然后穿过螺栓将两块连接板6固定在一起。用螺栓穿过水平组件4上对应的第三通孔,将两组水平组件4固连为一体。During the actual installation, the two sets of corresponding horizontal components 4 are sleeved together, and the connecting plate 6 extends into the gap of the opposite horizontal component 4, and is attached to the connecting plate 6 in the opposite horizontal component 4, so that the two The second through holes 7 on the connecting plate 6 are in one-to-one correspondence, and then the two connecting plates 6 are fixed together through bolts. Bolts are passed through the corresponding third through holes on the horizontal components 4 to fasten the two sets of horizontal components 4 into one.

根据实际需求,本实施例的混凝土组件1上可以设置多个水平组件4,如图1~2所示,本实施例中单元组件最多可以设置四组水平组件4和两组竖向组件2,但根据实际需求,可能会面临各种特殊情况,即便是多于四组水平组件4和两组竖向组件2,也在本实施例的保护范围内。According to actual needs, a plurality of horizontal components 4 can be set on the concrete component 1 of this embodiment. As shown in FIGS. 1-2 , a unit component in this embodiment can be provided with four sets of horizontal components 4 and two sets of vertical components 2 at most. However, according to actual requirements, various special situations may be faced, and even more than four sets of horizontal components 4 and two sets of vertical components 2 are within the protection scope of this embodiment.

本实施例的混凝土组件1中有两组水平组件处于同一条轴线的,两组水平组件4可采用同一条钢管穿过混凝土组件1形成,两组水平组件4中的连接板6可穿过混凝土组件1,即一块连接板6从一组水平组件4延伸至另一组水平组件4内。In the concrete assembly 1 of this embodiment, two sets of horizontal assemblies are on the same axis, the two sets of horizontal assemblies 4 can be formed by using the same steel pipe to pass through the concrete assembly 1, and the connecting plates 6 of the two sets of horizontal assemblies 4 can pass through the concrete The assembly 1 , ie a connecting plate 6 extends from one set of horizontal assemblies 4 into another set of horizontal assemblies 4 .

以上显示和描述了本发明的基本原理、主要特征和本发明的优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。本发明要求保护范围由所附的权利要求书及其等同物界定。The foregoing has shown and described the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the present invention. Such changes and improvements fall within the scope of the claimed invention. The claimed scope of the present invention is defined by the appended claims and their equivalents.

Claims (10)

1. The utility model provides an assembled transmission line shaft tower basis which characterized in that: comprises a plurality of unit components; the unit assembly comprises a concrete assembly (1); the concrete component (1) is of a columnar or square block structure, and at least one steel pipe component is embedded in the concrete component (1); the steel pipe assembly is a tubular structure with one end embedded in the concrete assembly (1) and the other end extending outwards, the steel pipe assembly and the steel pipe assembly on the other concrete assembly (1) are fixedly connected to connect the two unit assemblies into a whole, and the plurality of concrete assemblies (1) are mutually butted through the steel pipe assemblies to form a tower foundation.
2. The fabricated transmission line tower foundation of claim 1, wherein: the steel pipe assembly comprises a vertical assembly (2) used as a stand column support; one end of each vertical component (2) is embedded in the concrete component (1), and the other end of each vertical component is provided with a first connecting structure in butt joint with the adjacent vertical component (2).
3. The fabricated transmission line tower foundation of claim 2, wherein: the first connecting structure comprises a plurality of first through holes (3) formed in the pipe wall of the vertical assembly (2), and the first through holes (3) are circumferentially arranged on the pipe wall of the vertical assembly (2) at intervals; the end parts of the vertical components (2) are inserted into the adjacent vertical components (2) or sleeved outside the adjacent vertical components (2) and fixedly connected into a whole through bolts penetrating through the first through holes (3).
4. The fabricated transmission line tower foundation of claim 1, wherein: the steel pipe component also comprises a horizontal component (4) which is used for parallel hooking; one end of each horizontal component (4) is embedded in the concrete component (1), and the other end of each horizontal component is provided with a second connecting structure in butt joint with the adjacent horizontal component (4).
5. The fabricated transmission line tower foundation of claim 4, wherein: the horizontal component (4) is positioned on a pipe body outside the concrete component (1) and is provided with a clamping groove (5) extending along the axial direction of the horizontal component (4); the second connecting structure comprises a connecting plate (6) arranged in the clamping groove (5); one side of the connecting plate (6) is welded on the side wall of the clamping groove (5) and a gap is reserved between the connecting plate and the other side of the clamping groove (5), and a second through hole (7) is formed in the connecting plate (6); the end parts of the horizontal components (4) are inserted into the adjacent horizontal components (4) or are sleeved outside the adjacent horizontal components (4) to enable the two connecting plates (6) to stretch into the gap to be mutually attached tightly and fixedly connected into a whole through bolts penetrating through the second through holes (7).
6. The fabricated transmission line tower foundation of claim 5, wherein: two clamping grooves (5) are formed in the pipe body of the horizontal component (4) outside the concrete component (1), and the two clamping grooves (5) are symmetrically arranged on two sides of the axis of the horizontal component (4); two ends of the connecting plate (6) respectively penetrate through the two clamping grooves (5) on the horizontal component (4).
7. The fabricated transmission line tower foundation of claim 6, wherein: two ends of the connecting plate (6) respectively penetrate through the two clamping grooves (5) on the horizontal component (1) and extend out of the horizontal component (4), and a second through hole (7) is formed in a plate body extending out of the horizontal component (4).
8. The fabricated transmission line tower foundation of any one of claims 4 to 7, wherein: the horizontal component (4) is located the body outside the concrete component (1) and is provided with a plurality of third through holes (8) which are arranged along the circumferential direction of the horizontal component (4) at intervals, and the end part of the horizontal component (4) extends into the adjacent horizontal component (4) or is sleeved outside the adjacent horizontal component (4) and is fixedly connected into a whole through bolts penetrating through the third through holes (8).
9. The fabricated transmission line tower foundation of claim 1, wherein: be provided with many in concrete subassembly (1) around reinforcing rib (9) in the steel pipe assembly outside, many reinforcing rib (9) criss-cross arrange form the framework of steel reinforcement of pouring in concrete subassembly (1).
10. The fabricated transmission line tower foundation of claim 9, wherein: a lifting lug (10) is arranged on the concrete component (1); the lifting lug (10) is a C-shaped member, one end of the C-shaped member is embedded in the concrete component (1) and fixedly connected with the reinforcing rib (9), and the other end of the C-shaped member extends out of the concrete component (1).
CN201911108870.XA 2019-11-13 2019-11-13 An assembled transmission line tower foundation Active CN110714476B (en)

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CN201785764U (en) * 2010-08-04 2011-04-06 华信邮电咨询设计研究院有限公司 Steel pipe concrete structured tower mast foundation
CN204589785U (en) * 2015-04-14 2015-08-26 西安中交土木科技有限公司 A kind of rectangular steel pipe negative and positive interfix joint
CN105332388A (en) * 2015-11-27 2016-02-17 中国一冶集团有限公司 Assembled concrete-filled steel tubular column cap type tower crane foundation structure and construction method
CN207553128U (en) * 2017-11-24 2018-06-29 国网江苏省电力公司南京供电公司 A kind of shaft tower prefabricated assembled concrete stepped footing
CN109487812A (en) * 2018-10-22 2019-03-19 四川电力设计咨询有限责任公司 A kind of concrete assembled basic and its construction method of diagonal-bracing type
CN109680710A (en) * 2019-02-28 2019-04-26 四川电力设计咨询有限责任公司 The box-like basis of beam-board group and its construction method suitable for work transmission line
CN211421160U (en) * 2019-11-13 2020-09-04 湖北省电力勘测设计院有限公司 Assembled transmission line shaft tower basis

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101775813A (en) * 2010-03-10 2010-07-14 江苏省电力设计院 Composite foundation of power transmission line iron tower
CN201785764U (en) * 2010-08-04 2011-04-06 华信邮电咨询设计研究院有限公司 Steel pipe concrete structured tower mast foundation
CN204589785U (en) * 2015-04-14 2015-08-26 西安中交土木科技有限公司 A kind of rectangular steel pipe negative and positive interfix joint
CN105332388A (en) * 2015-11-27 2016-02-17 中国一冶集团有限公司 Assembled concrete-filled steel tubular column cap type tower crane foundation structure and construction method
CN207553128U (en) * 2017-11-24 2018-06-29 国网江苏省电力公司南京供电公司 A kind of shaft tower prefabricated assembled concrete stepped footing
CN109487812A (en) * 2018-10-22 2019-03-19 四川电力设计咨询有限责任公司 A kind of concrete assembled basic and its construction method of diagonal-bracing type
CN109680710A (en) * 2019-02-28 2019-04-26 四川电力设计咨询有限责任公司 The box-like basis of beam-board group and its construction method suitable for work transmission line
CN211421160U (en) * 2019-11-13 2020-09-04 湖北省电力勘测设计院有限公司 Assembled transmission line shaft tower basis

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