JP2000204569A - Steel tower footing unit - Google Patents

Steel tower footing unit

Info

Publication number
JP2000204569A
JP2000204569A JP11009450A JP945099A JP2000204569A JP 2000204569 A JP2000204569 A JP 2000204569A JP 11009450 A JP11009450 A JP 11009450A JP 945099 A JP945099 A JP 945099A JP 2000204569 A JP2000204569 A JP 2000204569A
Authority
JP
Japan
Prior art keywords
tower
ground
steel tower
column
foundation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11009450A
Other languages
Japanese (ja)
Inventor
Katsuzo Ogawa
勝三 小川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP11009450A priority Critical patent/JP2000204569A/en
Publication of JP2000204569A publication Critical patent/JP2000204569A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a steel tower footing unit capable of efficiently simplifing foundation work fixing a leg lever of a steel tower to the ground. SOLUTION: A site except superstructure work is erected in the ground G, and a steel tower footing unit is constituted of a post 1 exposing the superstructure work to the ground and connecting to the lower end of a leg lever B of a steel tower and an anchor base 2 set in the ground in a state to hold the post at the underside thereof. It is also equipped with a plurality of joint metal fixtures 3 connecting the anchor base to the lower end of the post in a separable manner in a state to arrange them around the lower end of the post.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は地盤上に建造され
る送電線用鉄塔や無線用鉄塔等の主として大型の鉄塔の
基礎工事を行うときに適用される鉄塔用基礎ユニットに
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel tower base unit mainly used for foundation work of large-sized steel towers such as a transmission line tower and a radio tower built on the ground.

【0002】[0002]

【従来の技術】従来では、鉄塔の基礎工事に際し、鉄塔
の上部の荷重を鋼材を介して地盤で支持させるために掘
削された縦坑内に下部工(鋼材)を設置し、鉄筋を配
置、コンクリートを打設、掘削土を埋め戻し、鉄塔の基
礎を構築してきた。
2. Description of the Related Art Conventionally, at the time of foundation work of a steel tower, a substructure (steel material) is installed in a shaft excavated in order to support a load on an upper part of the steel tower on a ground through steel materials, a reinforcing bar is arranged, and concrete is installed. And backfilled excavated soil to build the foundation for the tower.

【0003】[0003]

【発明が解決しようとする課題】上記した従来の鉄塔の
基礎工事では、基礎の構築のために煩雑な施工手数料を
要する不具合や、コンクリートを打設するので工期が長
くなって施工コストが高くなる不具合があり、特に山岳
地での材料や工具の運搬等は、施工コストに大きな影響
を与えている。
In the above-mentioned conventional construction of a steel tower, troubles requiring a complicated construction fee for constructing the foundation, and construction work is prolonged because concrete is cast, resulting in an increase in construction cost. There is a problem, especially the transport of materials and tools in mountainous areas has a great effect on construction costs.

【0004】そこで、本発明の課題は、鉄塔の基礎工事
を簡易化してその工期を短縮させ、かつ施工を低兼にな
し得る鉄塔用基礎ユニットを提供することにある。
It is an object of the present invention to provide a steel tower foundation unit capable of simplifying the foundation work of the steel tower, shortening the construction period, and performing the construction at a low level.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、上部
工を除く部位が地盤中に立設され、上部工が地盤上に露
出されて鉄塔の脚杆の下端に連結される支柱と、この支
柱をその下側で受け止めた状態で地盤中に設置されるア
ンカーベースと、前記支柱の下端付近の回りに配列され
た状態で前記アンカーベースを前記支柱の下端に切り離
し可能に連結する複数個の連結金具とを備えた構成を有
する。
According to a first aspect of the present invention, there is provided a support having a portion excluding a superstructure erected in a ground, a superstructure exposed on the ground and connected to a lower end of a leg of a steel tower. A plurality of anchor bases installed in the ground in a state where the support is received on the lower side thereof, and a plurality of anchor bases which are detachably connected to the lower end of the support in a state of being arranged around the lower end of the support. And a connection fitting.

【0006】請求項1の発明では、アンカーベースを複
数個の連結金具によって支柱の下端に連結し、支柱の上
部工を除く部位を地盤中に立設した後、アンカーベース
を支柱の下側で地盤中に配置し、支柱をアンカーベース
によって抜け止めした状態で、支柱の上端と鉄塔の脚杆
の下端とを連結すると、鉄塔の脚杆の下端が鉄塔用基礎
ユニットによって地盤に固定される。
According to the first aspect of the present invention, the anchor base is connected to the lower end of the support by a plurality of connection fittings, and a portion excluding the superstructure of the support is erected in the ground. When the upper end of the support is connected to the lower end of the pillar of the tower in a state where the support is secured in the ground by the anchor base, the lower end of the pillar of the tower is fixed to the ground by the base unit for the tower.

【0007】請求項2の発明は、請求項1記載の鉄塔用
基礎ユニットにおいて、支柱をパイプ材によって形成し
て前記支柱の上端には鉄塔の脚杆の下端が締結される受
け金具を結合した構成を有する。
According to a second aspect of the present invention, in the tower base unit according to the first aspect, a column is formed of a pipe material, and a receiving bracket to which a lower end of a leg of the tower is fastened is coupled to an upper end of the column. Having a configuration.

【0008】請求項2の発明では、鉄塔の脚杆の下端
を、パイプ材によって形成された支柱の上端に結合され
た受け金具に締結することによって脚杆の下端が基礎ユ
ニットを介して地盤に固定される。
According to the second aspect of the present invention, the lower end of the leg of the steel tower is fastened to the receiving bracket connected to the upper end of the column formed by the pipe material, so that the lower end of the leg is connected to the ground via the base unit. Fixed.

【0009】[0009]

【発明の実施の形態】次に、本発明の実施の形態を図面
にしたがって説明する。送電線用鉄塔、無線用鉄塔等の
大型の鉄塔は、地盤上Gに若干傾斜をして立設される複
数本(一般的には4本)の脚杆Bを備えている。
Next, embodiments of the present invention will be described with reference to the drawings. A large pylon such as a power transmission pylon or a radio pylon has a plurality (generally four) of legs B standing upright on the ground G with a slight inclination.

【0010】鉄塔の脚杆Bの下端を地盤Gに固定する基
礎工事に用いられる鉄塔用基礎ユニットAは、円形パイ
プ材によって形成されて鉄塔の脚杆Bの下端に連結され
る支柱(垂直材)1と、ほぼ円盤状に形成されて支柱1
の下端に結合されるアンカーベース2と、支柱2の下端
付近の回りに配列されてアンカーベース1と支柱2とを
切り離し可能に連結する複数個(この実施の形態では8
個)の連結金具(吊材)3とを備えている。
The tower base unit A used for foundation work for fixing the lower end of the tower B to the ground G is a column (vertical member) formed of a circular pipe material and connected to the lower end of the tower B. ) 1 and a support 1 formed substantially in a disk shape
An anchor base 2 connected to a lower end of the support 2 and a plurality of anchor bases 2 arranged around the lower end of the support 2 to detachably connect the anchor base 1 and the support 2 (in this embodiment, 8).
) Connecting metal fittings (suspension members) 3.

【0011】鉄塔の基礎工事に際し、支柱1と、アンカ
ーベース2と、複数個の連結金具3とを1組とする4組
の鉄塔用基礎ユニットAが基礎工事現場に分解状態で持
ち込まれて基礎工事現場で組立てられる。
[0011] At the time of the foundation work of the tower, four sets of tower base units A, each of which includes a support 1, an anchor base 2, and a plurality of connection fittings 3, are brought into a foundation construction site in a disassembled state, and Assembled at the construction site.

【0012】支柱1は、その上部工を除く部位が地盤G
中に立設され、上部工が、地盤G上に露出されて鉄塔の
脚杆の下端に連結された状態でアンカーベースの中心部
上に若干傾斜して立設される。
The portion of the column 1 except for the superstructure is the ground G
A superstructure is erected inside, and is slightly erected above the center of the anchor base while being exposed on the ground G and connected to the lower ends of the legs of the tower.

【0013】支柱1の下端付近にはその周方向へ等間隔
で配列された複数個の上結合部材4が固着されている。
In the vicinity of the lower end of the column 1, a plurality of upper coupling members 4 arranged at equal intervals in the circumferential direction are fixed.

【0014】図4に示すように、支柱1の上端には、鉄
塔の脚杆Bの下端が挿入されるように周方向へ90の角
度離れた位置でそれぞれ長手方向に沿って切込まれた2
つの切込み5が形成されるとともに、支柱1の上端の外
周面には、それぞれ切込み5を間に挟んで向い合わせ状
に設置された2対の受け金具6が固着されている。
As shown in FIG. 4, the support 1 is cut along the longitudinal direction at a position 90 degrees apart in the circumferential direction so that the lower end of the leg B of the steel tower is inserted thereinto. 2
Two notches 5 are formed, and two pairs of receiving metal fittings 6 that are installed facing each other with the notch 5 interposed therebetween are fixed to the outer peripheral surface of the upper end of the column 1.

【0015】鉄塔の脚杆Bの下端は、支柱2の上端の両
切込み5内に挿入されて各対の受け金具6間に挟み込ま
れた状態で、ボルト11およびナット12によって支柱
1の上端に連結される。
The lower end of the pillar B of the tower is inserted into both cuts 5 at the upper end of the column 2 and is sandwiched between the pair of receiving brackets 6. Be linked.

【0016】図1に示すように、アンカーベース2は、
支柱1の下端に連結された状態で地盤G中に埋込まれ、
支柱1をその下側で受止めて抜け止めした状態で設置さ
れる。
As shown in FIG. 1, the anchor base 2 is
It is embedded in the ground G while being connected to the lower end of the column 1,
The support 1 is installed in a state where the support 1 is received on the lower side and is prevented from falling off.

【0017】図1,図2に示すように、アンカーベース
2には、円板状の中板7aと、この中板7aの回りに間
隙を立てて同心状に設置された2つのリング状の枠板7
bとを有する台板7が形成されている。
As shown in FIGS. 1 and 2, the anchor base 2 has a disk-shaped intermediate plate 7a and two ring-shaped intermediate plates 7a concentrically installed with a gap around the intermediate plate 7a. Frame plate 7
b is formed.

【0018】図2に示すように、アンカーベース2の台
板7には、台板7の中心部の回りに等間隔で放射状に配
列されて台板7の半径方向に沿って設置された複数個の
下結合部材8が固着されている。
As shown in FIG. 2, a plurality of base plates 7 of the anchor base 2 are arranged radially around the center of the base plate 7 at equal intervals and installed along the radial direction of the base plate 7. The lower coupling members 8 are fixed.

【0019】各連結金具3は、その上端がボルト13、
ナット14によって支柱1の上結合部材4に締結され、
その下端がボルト15、ナット16によってアンカーベ
ース2の下結合部材8に締結された状態で支柱1および
アンカーベース2にそれぞれ結合される。
Each connecting fitting 3 has a bolt 13 at its upper end,
Fastened to the upper coupling member 4 of the column 1 by a nut 14,
The lower end is connected to the column 1 and the anchor base 2 with the lower end fastened to the lower connecting member 8 of the anchor base 2 by a bolt 15 and a nut 16.

【0020】上記した実施の形態によれば、アンカーベ
ース2を各連結金具3によって支柱1の下端に連結する
ことによって鉄塔用基礎ユニットAを容易に組み立てる
ことができるとともに、支柱1の要部を地盤G中に埋め
込んで支柱1を立設することによって鉄塔用基礎ユニッ
トAを所定位置に容易に構築することができ、鉄塔用基
礎を構築する基礎工事を簡易化および能率化して鉄塔用
基礎を構築するコストを大幅に節減することができる。
According to the above-described embodiment, by connecting the anchor base 2 to the lower end of the column 1 by the respective connection fittings 3, the base unit A for the tower can be easily assembled, and the main part of the column 1 By embedding the support 1 in the ground G, the tower base unit A can be easily constructed at a predetermined position, and the foundation work for constructing the tower foundation can be simplified and streamlined to improve the tower foundation. Construction costs can be significantly reduced.

【0021】また、基礎の構築時にコンクリートを打設
する必要がないので、鉄塔用基礎工事の工期の短縮と、
鉄筋、コンクリート、型枠等の材料および工具の運搬費
の低減、それら各々材料の省力化を図ることができる。
Further, since it is not necessary to cast concrete when constructing the foundation, it is possible to shorten the construction period of the foundation work for the steel tower.
It is possible to reduce the transportation cost of materials and tools such as reinforcing bars, concrete, formwork, and the like, and to save labor for each of them.

【0022】さらに、支柱1をパイプ材によって形成し
てあるので、鉄塔用基礎ユニットAの製作コストを節減
することができるとともに、鉄塔の脚杆Bの下端を受け
金具6に締結することによって脚杆Bを支柱1の上端に
容易に連結することができ、鉄塔の脚杆Bを鉄塔用基礎
ユニットAに連結して地盤Gに固定する作業を簡易化お
よび能率化することができる。
Further, since the support column 1 is formed of a pipe material, the production cost of the tower base unit A can be reduced, and the lower end of the column B of the tower is fastened to the metal fitting 6 to receive the leg. The rod B can be easily connected to the upper end of the column 1, and the work of connecting the leg B of the tower to the foundation unit A for the tower and fixing it to the ground G can be simplified and made more efficient.

【0023】なお、不要の鉄塔を除去する場合において
も、本実施の形態の鉄塔用基礎ユニットAは現場で分解
して持ち運びできて都合がよい。
Even when unnecessary towers are removed, the tower base unit A of the present embodiment can be conveniently disassembled and carried on site.

【0024】[0024]

【発明の効果】請求項1の発明によれば、アンカーベー
スを各連結金具によって支柱の下端に連結することによ
って鉄塔用基礎ユニットを容易に組立てることができる
とともに、支柱の要部を地盤中に設置し、支柱を立設す
ることによって鉄塔用基礎ユニットを所定位置に容易に
構築することができ、鉄塔用基礎を構築する基礎工事を
簡易化および能率化して鉄塔用基礎を構築するコストを
大幅に節減することができる。
According to the first aspect of the present invention, the base unit for the tower can be easily assembled by connecting the anchor base to the lower end of the support by each connection fitting, and the main part of the support is installed in the ground. By installing and erecting the pillars, the tower foundation unit can be easily constructed at a predetermined position, simplifying and improving the foundation work to construct the tower foundation, and greatly increasing the cost of constructing the tower foundation. Can be saved.

【0025】また、基礎の構築時にコンクリートを打設
する必要がないので、鉄塔用基礎工事の工期を短縮する
ことができる。
Further, since it is not necessary to cast concrete when constructing the foundation, the construction period of the foundation work for the steel tower can be shortened.

【0026】請求項2の発明によれば、支柱をパイプ材
によって形成してあるので、鉄塔用基礎ユニットの製作
コストを節減することができるとともに、鉄塔の脚杆の
下端を受け金具に締結することによって脚杆を支柱の上
端に容易に連結することができ、鉄塔の脚杆を鉄塔用基
礎ユニットに連結して地盤に固定する作業を簡易化およ
び能率化することができる。
According to the second aspect of the present invention, since the pillar is formed of a pipe material, the manufacturing cost of the tower base unit can be reduced, and the lower ends of the legs of the tower are fastened to the metal fittings. Thus, the leg can be easily connected to the upper end of the column, and the work of connecting the leg of the tower to the tower base unit and fixing it to the ground can be simplified and streamlined.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施の形態を示す鉄塔用基礎ユニット
の一部破断側面図である。
FIG. 1 is a partially broken side view of a steel tower foundation unit showing an embodiment of the present invention.

【図2】図1のX1−X1線矢視図である。FIG. 2 is a view taken along line X1-X1 of FIG.

【図3】支柱と鉄塔の脚杆との連結部の側面図である。FIG. 3 is a side view of a connecting portion between a column and a leg of a steel tower.

【図4】図3のX2−X2線断面図である。FIG. 4 is a sectional view taken along line X2-X2 of FIG. 3;

【符号の説明】[Explanation of symbols]

1 支柱 2 アンカーベース 3 連結金具 6 受け金具 A 鉄塔用基礎ユニット B 脚杆 G 地盤 DESCRIPTION OF SYMBOLS 1 Prop 2 Anchor base 3 Connection metal fitting 6 Receiving metal fitting A Base unit for steel tower B Leg G Ground

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上部工を除く部位が地盤中に立設され、
上部工が地盤上に露出されて鉄塔の脚杆の下端に連結さ
れる支柱と、この支柱をその下側で受止めた状態で地盤
中に設置されるアンカーベースと、前記支柱の下端付近
の回りに配列された状態で前記アンカーベースを前記支
柱の下端に切り離し可能に連結する複数個の連結金具と
を備えた鉄塔用基礎ユニット。
1. A part excluding a superstructure is erected in the ground,
A pillar whose superstructure is exposed on the ground and connected to the lower end of the leg of the tower, an anchor base installed in the ground with this pillar received on its lower side, and a vicinity of the lower end of the pillar A steel tower base unit comprising: a plurality of connecting fittings for detachably connecting the anchor base to a lower end of the column in a state of being arranged around.
【請求項2】 支柱をパイプ材によって形成して前記支
柱の上端には鉄塔の脚杆の下端が締結される受け金具を
結合した請求項1記載の鉄塔用基礎ユニット。
2. The base unit for a tower according to claim 1, wherein the column is formed of a pipe material, and an upper end of the column is coupled to a receiving bracket to which a lower end of a leg of the tower is fastened.
JP11009450A 1999-01-18 1999-01-18 Steel tower footing unit Pending JP2000204569A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11009450A JP2000204569A (en) 1999-01-18 1999-01-18 Steel tower footing unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11009450A JP2000204569A (en) 1999-01-18 1999-01-18 Steel tower footing unit

Publications (1)

Publication Number Publication Date
JP2000204569A true JP2000204569A (en) 2000-07-25

Family

ID=11720638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11009450A Pending JP2000204569A (en) 1999-01-18 1999-01-18 Steel tower footing unit

Country Status (1)

Country Link
JP (1) JP2000204569A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101351462B1 (en) * 2013-10-07 2014-01-14 주식회사 지에스웹 Construction method for supporting post of viewing facility for natural scene
CN108086341A (en) * 2017-12-13 2018-05-29 南自晋能自动化有限公司 Assembled is adjustable basis
CN113090099A (en) * 2021-05-14 2021-07-09 国家电网有限公司 High-voltage electric wire tower footing fixing device that stability is strong
EP4223938A1 (en) * 2022-02-04 2023-08-09 LTB Leitungsbau GmbH Mushroom like shaped foundation
KR20230135226A (en) 2022-03-15 2023-09-25 주식회사 바른비아이엠스틸 A pole comprising a direction key and an angle key, and a structure comprising the same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101351462B1 (en) * 2013-10-07 2014-01-14 주식회사 지에스웹 Construction method for supporting post of viewing facility for natural scene
CN108086341A (en) * 2017-12-13 2018-05-29 南自晋能自动化有限公司 Assembled is adjustable basis
CN108086341B (en) * 2017-12-13 2023-08-11 深圳润世华研发科技有限公司 Assembled adjustable foundation
CN113090099A (en) * 2021-05-14 2021-07-09 国家电网有限公司 High-voltage electric wire tower footing fixing device that stability is strong
EP4223938A1 (en) * 2022-02-04 2023-08-09 LTB Leitungsbau GmbH Mushroom like shaped foundation
KR20230135226A (en) 2022-03-15 2023-09-25 주식회사 바른비아이엠스틸 A pole comprising a direction key and an angle key, and a structure comprising the same

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