JP2005330661A - High-rise building construction of existing tower equipped with communication apparatus such as antenna - Google Patents

High-rise building construction of existing tower equipped with communication apparatus such as antenna Download PDF

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JP2005330661A
JP2005330661A JP2004147882A JP2004147882A JP2005330661A JP 2005330661 A JP2005330661 A JP 2005330661A JP 2004147882 A JP2004147882 A JP 2004147882A JP 2004147882 A JP2004147882 A JP 2004147882A JP 2005330661 A JP2005330661 A JP 2005330661A
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tower
outer frame
antenna
existing
communication device
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JP3862712B2 (en
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Kiyoto Masumura
清人 増村
Hidekazu Hosoda
英一 細田
Yuichi Saito
祐一 齋藤
Makoto Nemoto
真 根本
Shoji Yamakawa
昭次 山川
Koji Murata
耕司 村田
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide high-rise building construction of the existing tower equipped with a communication apparatus such as an antenna capable of being constructed by reusing the existing the tower without interrupting a communication service by the communication apparatus. <P>SOLUTION: The outline frame 2 of a form surrounding the tower 1 rises with a structure without causing any radio interference up to a height required for re-shoring of communication apparatuses 1a to 1f such as an antenna or the like with which the tower 1 is equipped, and the tower comprises a stage installed on the outline frame 2 by making re-shoring of communication apparatuses 2a to 2h such as an antenna or the like, a stage dividing a lower structure 11 of the tower 1 and an upper part 10 above the lower structure into two parts, lifting the upper part 10 of the divided tower up to the height projected upward from the upper end section of the outline frame 2 by making use of the outside frame 2 and making it support by the outline frame 2 and a stage structurally integrating the lower structure 11 of the tower 1 with the outline frame 2. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、アンテナ等の通信機器の通信能力を向上させ又は更新するために実施する前記通信機器を備えた既存の塔状タワーの高層化構法の技術分野に属し、更に云えば、前記通信機器による通信動作を中断すること無しに、既存の塔状タワーを再利用して高層化する、アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法に関する。   The present invention belongs to the technical field of a high-rise construction method of an existing tower-shaped tower equipped with the communication device implemented to improve or update the communication capability of a communication device such as an antenna, and more specifically, the communication device The present invention relates to a high-rise construction method of an existing tower tower equipped with a communication device such as an antenna, in which an existing tower tower is reused to increase the height without interrupting communication operation.

アンテナ等の通信機器の通信能力を向上させ又は更新するべく、前記通信機器を備えた既存の塔状タワーを高層化する構法は、例えば、特許文献1に開示されている。
この特許文献1に係る技術は、アンテナを備えた既存の塔状タワーを取り囲むように前記塔状タワーより高い新規の塔状構造物を前記塔状タワーと独立して構築すると共に、当該新規の塔状構造物における前記塔状タワーの高さより高い部位に新規のアンテナを取り付けることを特徴としている(請求項1及び図5参照)。
For example, Patent Document 1 discloses a construction method for increasing the height of an existing tower tower provided with the communication device in order to improve or update the communication capability of a communication device such as an antenna.
The technique according to Patent Document 1 is to construct a new tower-like structure higher than the tower tower so as to surround an existing tower tower equipped with an antenna, and to construct the new tower structure. A novel antenna is attached to a portion of the tower-like structure higher than the height of the tower-like tower (see claim 1 and FIG. 5).

しかし、上記特許文献1に係る技術によれば、新規の塔状構造物を、既存の塔状タワーと独立して構築するが故に、既存の塔状タワーの構成部材を有効利用しておらず不経済に過ぎるという問題があった。   However, according to the technique according to Patent Document 1, since a new tower-like structure is constructed independently of the existing tower tower, the components of the existing tower tower are not effectively used. There was a problem of being too uneconomical.

ところで、既存の塔状タワーを再利用して高層化する構法は、例えば、特許文献2に開示されている。
この特許文献2に係る技術は、既存の塔状タワーの外周に、外塔柱を、前記塔状タワーの半分程度の高さまで仮設し、前記塔状タワーを下部構造を残してそれより上方部分を分断し、分断した塔状タワーの上方部分を前記外塔柱を利用してリフトアップし、当該リフトアップした塔状タワーの上方部分と下部構造とを脚部ユニットで接続した後に前記外塔柱を撤去することを特徴としている(請求項1及び第1図〜第8図参照)。
By the way, the construction method which recycles the existing tower tower and makes it high-rise is disclosed by patent document 2, for example.
In the technique according to Patent Document 2, an outer tower column is temporarily installed on the outer periphery of an existing tower tower up to a height of about half of the tower tower, and the tower tower is left above the lower structure. And the upper part of the divided tower tower is lifted up using the outer tower column, and the upper part of the lifted tower tower and the lower structure are connected to each other by a leg unit. The column is removed (see claim 1 and FIGS. 1 to 8).

上記特許文献2に係る技術によれば、上記特許文献1と比して、既存の塔状タワーを再利用している点で経済性は認められる。   According to the technique according to Patent Document 2, the economic efficiency is recognized in that the existing tower tower is reused as compared with Patent Document 1.

特開2000−174521号公報JP 2000-174521 A 特公平4−18110号公報Japanese Examined Patent Publication No. 4-18110

上記特許文献2に係る技術について、上記外塔柱は、分断した塔状タワーの上方部分をリフトアップするためだけに仮設し、当該リフトアップ完了後は撤去する。よって、撤去作業や廃棄物が増大することを考慮すると不経済に過ぎる。また、この技術は、アンテナ等の通信機器の電波障害を一切考慮していないので、前記通信機器の通信動作を中断すること無しに実施することは事実上不可能である。さらに、この技術は、分断した既存の塔状タワーの上方部分を、下部構造との間に介在させた脚部ユニットのみで支持せしめているので、構造設計上、既存の塔状タワーの高さをせいぜい2割〜3割程度しか嵩上げすることはできず、高層化するには適用高さに明らかに限界がある。   About the technique concerning the above-mentioned patent document 2, the above-mentioned outer tower column is temporarily installed only for lifting up the upper part of the divided tower-like tower, and is removed after the lifting up is completed. Therefore, it is too uneconomic considering the removal work and the increase in waste. Further, since this technology does not consider any radio interference of communication devices such as antennas, it is practically impossible to implement without interrupting the communication operation of the communication devices. Furthermore, this technology supports the upper part of the existing tower tower, which is divided, only by the leg unit interposed between the lower structure and the height of the existing tower tower in terms of structural design. Can only be raised up to about 20-30%, and there is a clear limit to the height of application to increase the height.

本発明の目的は、アンテナ等の通信機器の通信能力を向上させ又は更新することであり、前記通信機器による通信動作を中断すること無しに既存の塔状タワーを再利用して構築することができ、また、上下に分断した塔状タワーの上方部分をリフトアップするのに供される外郭フレームを、高層化した塔状タワーの本設躯体として使用する形態で構築することができ、施工性と経済性に特に優れたアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法を提供することである。   An object of the present invention is to improve or update the communication capability of a communication device such as an antenna, and can be constructed by reusing an existing tower tower without interrupting the communication operation by the communication device. In addition, the outer frame provided to lift up the upper part of the tower tower divided up and down can be constructed in a form that can be used as the main frame of the tower tower It is to provide a high-rise construction method of an existing tower tower equipped with communication equipment such as an antenna that is particularly excellent in economic efficiency.

本発明の次の目的は、既存の塔状タワーを少ない高所作業で安全に安定した構造で超高層化することができ、前記通信機器の通信能力を飛躍的に向上させることができる、アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法を提供することである。   The next object of the present invention is to make an existing tower-like tower super high-rise with a safe and stable structure with less work at a high place, and can greatly improve the communication capability of the communication device. It is to provide a high-rise construction method of an existing tower tower equipped with communication equipment such as.

上述した従来技術の課題を解決するための手段として、請求項1に記載した発明に係
るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法は、図1〜図3に示したように、
前記塔状タワー1を取り囲む形態の外郭フレーム2を、前記塔状タワー1が備えたアンテナ等の通信機器1a〜1fの盛り替えに必要な高さまで、電波障害を生じさせない構造で立ち上げ、当該外郭フレーム2にアンテナ等の通信機器2a〜2hを盛り替えて設置する段階と、
塔状タワー1の下部構造11と、それより上方部分10とを分断し、分断した塔状タワーの上方部分10を、前記外郭フレーム2を利用して同外郭フレーム2の上端部より上方へ突き出る高さまでリフトアップし、外郭フレーム2で支持させる段階と、
前記塔状タワー1の下部構造11は前記外郭フレーム2と構造的に一体化する段階とから成ることを特徴とする。
As means for solving the above-described problems of the prior art, the existing tower-like tower construction method including communication equipment such as an antenna according to the invention described in claim 1 is shown in FIGS. like,
The outer frame 2 that surrounds the tower 1 is raised to a height that is necessary for replacement of the communication devices 1a to 1f such as antennas provided in the tower 1 with a structure that does not cause radio interference, A step of rearranging and installing communication devices 2a to 2h such as antennas on the outer frame 2,
The lower structure 11 of the tower-like tower 1 and the upper part 10 are divided, and the upper part 10 of the divided tower-like tower protrudes upward from the upper end of the outer frame 2 using the outer frame 2. Lifting up to a height and supporting it with the outer frame 2;
The lower structure 11 of the tower-like tower 1 comprises a step of structurally integrating with the outer frame 2.

請求項2に記載した発明に係るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法は、
前記塔状タワー1を取り囲む形態の外郭フレーム2を、前記塔状タワー1が備えたアンテナ等の通信機器1a〜1fの盛り替えに必要な高さまで、電波障害を生じさせない構造で立ち上げ、当該外郭フレーム2にアンテナ等の通信機器2a〜2hを盛り替えて設置する段階と、
塔状タワー1の下部構造11と、それより上方部分10とを分断し、分断した塔状タワーの上方部分10を、前記外郭フレーム2を利用して同外郭フレーム2の上端部より上方へ突き出る高さまでリフトアップし、外郭フレーム2及び地上から立ち上げたコアフレーム3で支持させる段階と、
前記塔状タワー1の下部構造11は前記外郭フレーム2及びコアフレーム3の下部と構造的に一体化する段階とから成ることを特徴とする。
A high-rise construction method of an existing tower-shaped tower provided with communication equipment such as an antenna according to the invention described in claim 2
The outer frame 2 that surrounds the tower 1 is raised to a height that is necessary for the replacement of the communication devices 1a to 1f such as antennas provided in the tower 1 with a structure that does not cause radio interference, A step of rearranging and installing communication devices 2a to 2h such as antennas on the outer frame 2,
The lower structure 11 of the tower-like tower 1 and the upper portion 10 are divided, and the upper portion 10 of the divided tower-like tower protrudes upward from the upper end of the outer frame 2 using the outer frame 2. Lifting up to a height and supporting it with the outer frame 2 and the core frame 3 raised from the ground;
The lower structure 11 of the tower-like tower 1 includes a step of structurally integrating with the lower parts of the outer frame 2 and the core frame 3.

請求項3に記載した発明は、請求項1又は2に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
外郭フレーム2を立ち上げる際に、塔状タワー1に備えたアンテナ等の通信機器1a〜1fに電波障害を生じさせないように、前記外郭フレーム2を前記塔状タワー1の通信機器1aの下方位置まで立ち上げて当該通信機器1aに対応する新規の通信機器2aを当該外郭フレーム2に取付け、当該新規の通信機器2aと塔状タワーの旧通信機器1aとの運転を切り替え、続いて前記外郭フレーム2を次上位の塔状タワー1の通信機器1bの下方位置まで立ち上げて当該通信機器1bに対応する新規の通信機器2bを当該外郭フレーム2に取付け、当該新規の通信機器2bと塔状タワーの対応する旧通信機器1bの運転を切り替える作業を繰り返して通信機器1a〜1fの盛り替えを行うことを特徴とする。
The invention described in claim 3 is a high-rise construction method of an existing tower-shaped tower provided with communication equipment such as the antenna described in claim 1 or 2,
When the outer frame 2 is started up, the outer frame 2 is positioned below the communication device 1a of the tower 1 so as not to cause radio interference in the communication devices 1a to 1f such as antennas provided in the tower 1. The new communication device 2a corresponding to the communication device 1a is attached to the outer frame 2, the operation of the new communication device 2a and the old communication device 1a of the tower tower is switched, and then the outer frame 2 is raised to a position below the communication device 1b of the next higher tower tower 1, and a new communication device 2b corresponding to the communication device 1b is attached to the outer frame 2, and the new communication device 2b and the tower tower are attached. The operation of switching the operation of the corresponding old communication device 1b is repeated to change the communication devices 1a to 1f.

請求項4に記載した発明は、請求項1〜3のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
塔状タワー1の下部構造11と、それより上方部分10とを分断するに際し、前記塔状タワー1の下部構造11と外郭フレーム2とを予め構造的に一体化することを特徴とする。
The invention described in claim 4 is a high-rise construction method of an existing tower-shaped tower equipped with a communication device such as an antenna according to any one of claims 1 to 3,
When the lower structure 11 of the tower 1 and the upper portion 10 are divided, the lower structure 11 of the tower 1 and the outer frame 2 are structurally integrated in advance.

請求項5に記載した発明は、請求項1〜4のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
塔状タワー1の上方部分10をリフトアップする以前に、当該塔状タワー1の上方部分10を風荷重に耐え得る程度に補強することを特徴とする。
The invention described in claim 5 is a high-rise construction method of an existing tower-shaped tower equipped with a communication device such as an antenna according to any one of claims 1 to 4,
Before the upper portion 10 of the tower 1 is lifted up, the upper portion 10 of the tower 1 is reinforced so as to withstand wind loads.

請求項6に記載した発明は、請求項1〜5のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
塔状タワー1の上方部分10をリフトアップする以前に、当該塔状タワー1のアンテナサイト1fを新規のアンテナサイト2hに交換することを特徴とする。
The invention described in claim 6 is a high-rise construction method of an existing tower-shaped tower equipped with a communication device such as an antenna according to any one of claims 1 to 5,
Before the upper portion 10 of the tower 1 is lifted up, the antenna site 1f of the tower 1 is replaced with a new antenna site 2h.

請求項7に記載した発明は、請求項1〜6のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
塔状タワー1と外郭フレーム2との間に、塔状タワー1の上方部分10が外郭フレーム2に沿って鉛直姿勢を保持しつつ上昇することを補助するガイド機構を設けることを特徴とする。
The invention described in claim 7 is a high-rise construction method of an existing tower-shaped tower provided with communication equipment such as an antenna according to any one of claims 1 to 6,
A guide mechanism is provided between the tower-like tower 1 and the outer frame 2 to assist the upper portion 10 of the tower-like tower 1 ascending along the outer frame 2 while maintaining a vertical posture.

請求項8に記載した発明は、請求項2〜7のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
コアフレーム3は、事後にエレベータシャフトとして利用することを特徴とする。
The invention described in claim 8 is a high-rise construction method of an existing tower-shaped tower provided with communication equipment such as an antenna according to any one of claims 2 to 7,
The core frame 3 is used as an elevator shaft after the fact.

請求項9に記載した発明は、請求項1〜8のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
塔状タワー1は、その下部構造11と、それより上方部分10とを2箇所以上分断することを特徴とする。
The invention described in claim 9 is a high-rise construction method of an existing tower-shaped tower provided with a communication device such as an antenna according to any one of claims 1 to 8,
The tower-like tower 1 is characterized in that the lower structure 11 and the upper portion 10 are divided into two or more places.

本発明に係るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法は、以下の効果を奏する。
1)通信機器による通信動作を中断すること無く施工でき、また、既存の塔状タワー1を大部分(上方部分)をそのまま再利用でき、しかも塔状タワー1の上方部分10のリフトアップに使用した外郭フレーム2をそのまま塔状タワー1の本設躯体として使用するので、廃棄物をほとんど生じさせないで、能率良く合理的に施工することができ、施工性と経済性に優れている。
2)既存の塔状タワー1を外郭フレーム2の上方へ突き出るようにリフトアップして高層化するので、前記通信機器の通信能力を飛躍的に向上させることができる。
3)塔状タワー1の上方部分10をリフトアップして外郭フレーム2の上方へ突き出させるので高所作業を大幅に削減でき、一方、下部構造11は外郭フレーム2の下部と構造的に一体化して再利用できるなど、同等高さ及び同等強度の塔状タワーを新設することと比して、工期の大幅な短縮が可能で、施工性及び経済性に非常に優れている。
4)高層化した塔状タワー1の頂部と基部はそれぞれ、既存の塔状タワー1の上方部分10及び下部構造11を再利用しているので、既存の塔状タワー1のイメージを残すことができ、景観性に優れている。
The existing tower-like tower construction method provided with communication equipment such as an antenna according to the present invention has the following effects.
1) It can be constructed without interrupting communication operation by communication equipment, and most of the existing tower 1 can be reused as it is (upper part) and used for lifting the upper part 10 of the tower 1 Since the outer frame 2 is used as the main frame of the tower 1 as it is, it can be efficiently and rationally constructed without generating any waste, and is excellent in workability and economy.
2) Since the existing tower-like tower 1 is lifted up so as to protrude upward from the outer frame 2, the communication capability of the communication device can be remarkably improved.
3) Since the upper portion 10 of the tower 1 is lifted up and protrudes upward from the outer frame 2, work at a high place can be greatly reduced, while the lower structure 11 is structurally integrated with the lower portion of the outer frame 2. Compared to the new tower tower with the same height and strength that can be reused, the construction period can be greatly shortened, and the construction and economy are very good.
4) Since the top part and the base part of the tower tower 1 that has been made high-rise are reusing the upper part 10 and the lower structure 11 of the existing tower tower 1, respectively, the image of the existing tower tower 1 can be left. It is possible and is excellent in scenery.

請求項1〜9に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法は、合理的且つ経済的に前記通信機器の通信能力を飛躍的に向上させるべく、以下のように実施される。   In order to dramatically improve the communication capability of the communication device reasonably and economically, the existing tower-shaped tower construction method including the communication device such as the antenna according to claim 1 is as follows. To be implemented.

図1〜図3は、請求項2に記載した発明に係るアンテナ等の通信機器1a〜1fを備えた既存の塔状タワー1の高層化構法の施工手順を段階的に示している。
この既存の塔状タワー1の高層化構法は、前記塔状タワー1を取り囲む形態の外郭フレーム2を、前記塔状タワー1が備えたアンテナ等の通信機器1a〜1fの盛り替えに必要な高さまで、電波障害を生じさせない構造で立ち上げ、当該外郭フレーム2にアンテナ等の通信機器2a〜2hを盛り替えて設置する段階と(図1A〜図2C)、前記塔状タワー1の下部構造11と、それより上方部分10とを分断し、分断した塔状タワーの上方部分10を、前記外郭フレーム2を利用して同外郭フレーム2の上端部より上方へ突き出る高さまでリフトアップし、外郭フレーム2及び地上から立ち上げたコアフレーム3で支持させる段階と(図3A、B)、前記塔状タワー1の下部構造11は前記外郭フレーム2及びコアフレーム3の下部と構造的に一体化する段階とから成ることを特徴とする(請求項2記載の発明)。
FIGS. 1 to 3 show step by step the construction procedure of an existing tower-like tower 1 equipped with communication devices 1a to 1f such as antennas according to the invention described in claim 2.
The existing tower-like tower 1 has a high-rise construction method in which an outer frame 2 surrounding the tower-like tower 1 has a height required for replacing the communication devices 1 a to 1 f such as antennas provided in the tower-like tower 1. Up to this point, the apparatus is started up with a structure that does not cause radio interference, and a communication device 2a to 2h such as an antenna is installed in the outer frame 2 (FIGS. 1A to 2C), and the lower structure 11 of the tower 1 And the upper portion 10 of the tower-shaped tower is lifted up to a height protruding upward from the upper end portion of the outer frame 2 by using the outer frame 2, and the outer frame 10 is lifted up. 2 and the stage supported by the core frame 3 raised from the ground (FIGS. 3A and 3B), the lower structure 11 of the tower 1 is structurally lower than the outer frame 2 and the lower part of the core frame 3. Characterized in that it consists of an integral stages (second aspect of the present invention).

なお、本発明に係る実施例は前記コアフレーム3を使用しないで実施することもできる。即ち、前記分断した塔状タワーの上方部分10を、前記外郭フレーム2を利用して同外郭フレーム2の上端部より上方へ突き出る高さまでリフトアップし、外郭フレーム2のみで支持させ、前記塔状タワー1の下部構造11は前記外郭フレーム2と構造的に一体化して実施することもできる(請求項1記載の発明)。   The embodiment according to the present invention can be carried out without using the core frame 3. That is, the upper portion 10 of the divided tower is lifted up to a height protruding upward from the upper end of the outer frame 2 using the outer frame 2 and supported only by the outer frame 2, The lower structure 11 of the tower 1 can be structurally integrated with the outer frame 2 (invention according to claim 1).

前記既存の塔状タワー1は、アンテナ等の通信機器1a〜1fを備えた塔状タワーであればよく、その形状・大きさ等の形態は特に限定されない。図示例の塔状タワー1は、80m×80m程度の敷地面積に地上330m程度の高さを有する鉄塔を想定している。   The existing tower 1 may be a tower provided with communication devices 1a to 1f such as antennas, and the shape and size thereof are not particularly limited. The tower-like tower 1 in the illustrated example assumes a steel tower having a height of about 330 m above a ground area of about 80 m × 80 m.

本実施例に係る外郭フレーム2は、先ず、その基礎部を形成する櫓部22を組み立て、当該櫓部22をベースに構築して成る。すなわち、前記外郭フレーム2は、当該外郭フレーム2の基礎部を形成する櫓部22を、図1Bと図4に示したように、前記塔状タワー1を上下方向に分断する部位12(地上30m程度の高さ)とほぼ同等の高さまで構築し、当該櫓部22をベースに構築して成る。具体的に、前記櫓部22(外郭フレーム2)は、柱・梁・ブレース等の部材を組み合わせて成る大型柱13と大型梁14とから構成され、前記大型柱13は、前記塔状タワー1の下部構造11を取り囲むように所要の間隔をあけて8本、地上30m程度立ち上げ、前記大型梁14は、図7に示したように、前記大型柱13の上端部にリング状及び放射状にバランス良く架設して当該8本の大型柱13を強固に接合した構造で実施されている。   The outer frame 2 according to the present embodiment is constructed by first assembling the flange portion 22 that forms the base portion and constructing the flange portion 22 as a base. That is, the outer frame 2 has a portion 12 (30 m above the ground) that divides the tower-like tower 1 in the vertical direction, as shown in FIGS. 1B and 4, as shown in FIGS. 1B and 4. It is constructed up to a height almost equal to the height), and is constructed based on the collar portion 22. Specifically, the flange 22 (outer frame 2) includes a large column 13 and a large beam 14 formed by combining members such as columns, beams, and braces, and the large column 13 is formed of the tower 1 As shown in FIG. 7, the large beam 14 is formed in a ring shape and a radial shape at the upper end portion of the large pillar 13 as shown in FIG. It is implemented with a structure in which the eight large pillars 13 are firmly joined in a balanced manner.

また、前記櫓部22(外郭フレーム2)は、その放射状に架設した大型梁14と、前記塔状タワー1の下部構造11との当接部(図7中の黒丸部参照)を、溶接又はボルト止め等の接合手段で強固に接合し、予め構造的に一体化して実施している(請求項4記載の発明)。なお、前記櫓部22(外郭フレーム2)を構成する大型柱13及び大型梁14それぞれの本数・形態等は図示例に限定されない。   Further, the flange portion 22 (outer frame 2) is formed by welding or abutting a contact portion (see a black circle portion in FIG. 7) between the large beam 14 installed in the radial direction and the lower structure 11 of the tower-like tower 1. It is firmly joined by joining means such as bolting, and is structurally integrated in advance (invention of claim 4). In addition, the number, form, etc. of each of the large columns 13 and the large beams 14 constituting the flange portion 22 (outer frame 2) are not limited to the illustrated example.

前記外郭フレーム2は、最終的には地上400m程度の超高層に構築することを考慮して、それに見合う耐力を保持する基礎工事を行うことが好ましい。ちなみに本実施例では、図4と図5に示したように、前記大型柱13を構築する部位に沿って前記塔状タワー1の中心を同心円配置とする連壁杭4を、前記塔状タワー1の基礎5を取り囲む形態で地中連続壁工法により30m程度の深度まで施工している。前記連壁杭4は更に、前記櫓部22の大型柱13と、その内側に沿って構築する外郭フレーム2の大型柱13とを構築する部位を大径に構築すると共に、塔状タワーの中心を点対称配置とする大径部分同士を前記塔状タワー1の基礎5を跨いで連結した放射状に構築している。   Considering the fact that the outer frame 2 is finally constructed as an ultra-high layer of about 400 m above the ground, it is preferable to perform foundation work that maintains the proof stress corresponding to it. Incidentally, in this embodiment, as shown in FIG. 4 and FIG. 5, the multi-wall pile 4 having the center of the tower-shaped tower 1 arranged concentrically along the portion where the large column 13 is constructed is used. It is constructed to a depth of about 30 m by the underground continuous wall method in a form surrounding the foundation 5 of 1. The continuous wall pile 4 further has a large-diameter portion for constructing the large pillar 13 of the flange 22 and the large pillar 13 of the outer frame 2 constructed along the inside thereof, and the center of the tower tower. Are constructed in a radial manner in which large-diameter portions having a point symmetrical arrangement are connected across the foundation 5 of the tower 1.

なお、前記連壁杭4は、前記外郭フレーム2を安全に構築できる耐力を保持できることを条件に、その形態及び深度はこれに限定されない。ちなみに、図6は、塔状タワー1の下部構造11と、それを取り囲む櫓部22との中間部の平面図を示している。   In addition, the form and depth of the said continuous wall pile 4 are not limited to this on condition that the proof stress which can construct | assemble the said outer frame 2 safely can be hold | maintained. Incidentally, FIG. 6 shows a plan view of an intermediate part between the lower structure 11 of the tower 1 and the flange 22 surrounding it.

次に、前記櫓部22をベースとして、前記外郭フレーム2を、図1C〜図2Cに示したように、少なくとも前記塔状タワー1に備えたアンテナ等の通信機器1a〜1fの盛り替えに必要な高さまで、電波障害を生じさせないように、下記することに留意して段階的に立ち上げる。   Next, the outer frame 2 is necessary to replace at least the communication devices 1a to 1f such as antennas provided in the tower 1 as shown in FIGS. In order not to cause radio interference up to a certain height, start up step by step, paying attention to the following.

即ち、前記外郭フレーム2を、前記櫓部22の大型柱13の内側部位に沿うように、前記塔状タワー1の通信機器1aの下方位置まで立ち上げて当該通信機器1aに対応する新規の通信機器2aを当該外郭フレーム2に取付け、当該新規の通信機器2aと塔状タワー1の旧通信機器1aとの運転を切り替え、続いて前記外郭フレーム2を次上位の塔状タワー1の通信機器1bの下方位置まで立ち上げたて当該通信機器1bに対応する新規の通信機器2bを当該外郭フレーム2に取付け、当該新規の通信機器2bと塔状タワー1の対応する旧通信機器1bの運転を切り替える作業を、前記塔状タワー1の最上段の通信機器(アンテナサイト)1fまで繰り返して通信機器1a〜1fの盛り替えを行う(請求項3記載の発明)。なお、前記塔状タワー1の旧通信機器1a…は、切り替え後に撤去してもよい。ちなみに、新規の通信機器2a〜2gのうち、通信機器2f及び2gは所謂多面アンテナが使用されている。   That is, the outer frame 2 is raised to a position below the communication device 1a of the tower 1 so as to be along the inner portion of the large column 13 of the flange portion 22, and new communication corresponding to the communication device 1a is performed. The device 2a is attached to the outer frame 2, the operation of the new communication device 2a and the old communication device 1a of the tower 1 is switched, and then the outer frame 2 is used as the communication device 1b of the next tower tower 1. The new communication device 2b corresponding to the communication device 1b is attached to the outer frame 2 and the operation of the old communication device 1b corresponding to the new communication device 2b and the tower 1 is switched. The work is repeated up to the uppermost communication device (antenna site) 1f of the tower 1 to reorder the communication devices 1a to 1f (invention according to claim 3). The old communication devices 1a ... of the tower 1 may be removed after switching. Incidentally, among the new communication devices 2a to 2g, so-called multi-plane antennas are used for the communication devices 2f and 2g.

以上のように、前記外郭フレーム2は、図2Cに示したように、既存の塔状タワー1に備えたアンテナ等の通信機器1a〜1fに電波障害を生じさせないように、前記塔状タワーを高さを超える地上400m程度の高さまで構築する。ちなみに、本実施例に係る外郭フレーム2は、図1C〜図2Bまでは、プッシュアップ工法により構築し、前記塔状タワー1を超える高さ部分は、図2Cに示したように、リフトアップ工法により構築して実施している。また、前記外郭フレーム2を構成する前記大型梁14は、40〜50m程度の高さ毎にほぼ水平に架設して実施している。   As described above, as shown in FIG. 2C, the outer frame 2 has the tower tower so as not to cause radio interference in the communication devices 1 a to 1 f such as an antenna provided in the existing tower tower 1. Construct to a height of about 400m above the ground. Incidentally, the outer frame 2 according to the present embodiment is constructed by the push-up method from FIG. 1C to FIG. 2B, and the height portion exceeding the tower 1 is as shown in FIG. 2C. It is constructed and implemented. Moreover, the said large beam 14 which comprises the said outer frame 2 is constructed and carried out substantially horizontally for every height of about 40-50 m.

なお、本実施例に係る外郭フレーム2は、前記櫓部22を組み、当該櫓部22をベースに地上から立ち上げる構成で実施しているが、当該櫓部22をベースにその上から立ち上げる構成で実施することもできる。このように、前記外郭フレーム2の形態は、構造設計上、構築する高層化した塔状タワー1の本設躯体として適用できるだけの十分な強度及び高さを有するものであればよく、特に図示例に限定されるものではない。   The outer frame 2 according to the present embodiment is constructed by assembling the collar portion 22 and starting from the ground with the collar portion 22 as a base, but rising from above with the collar portion 22 as a base. It can also be implemented in a configuration. Thus, the form of the outer frame 2 is not particularly limited as long as it has sufficient strength and height to be applicable as a main frame of the tower-like tower 1 to be built up in terms of structural design. It is not limited to.

また、前記外郭フレーム2を段階的に立ち上げるに際し、前記塔状タワー1の上方部分10を風荷重に耐え得る程度に鋼板等の補強材をボルト止め等して補強しておくことが好ましい(請求項5記載の発明)。この補強作業は、前記外郭フレーム2の、特に大型梁14を足場にして行うので、高所作業を極力省略して安全に行うことができる。   Further, when the outer frame 2 is raised in stages, it is preferable to reinforce the upper portion 10 of the tower-like tower 1 by bolting a reinforcing material such as a steel plate so as to withstand wind load ( Invention of Claim 5). Since this reinforcement work is performed using the outer frame 2 as a scaffold, in particular, the large beam 14, it is possible to safely carry out the work at a high place as much as possible.

さらに、本実施例では、前記外郭フレーム2を地上400m程度の高さまで構築した段階で、既存の塔状タワー1のアンテナサイト1fを、より高性能のアンテナサイト2hに交換して実施している(請求項6記載の発明)。   Furthermore, in the present embodiment, at the stage where the outer frame 2 is constructed to a height of about 400 m above the ground, the existing antenna site 1f of the tower tower 1 is replaced with a higher performance antenna site 2h. (Invention of Claim 6).

かくして、既存の塔状タワー1を分断するのに先行して、前記外郭フレーム2を所要の高さ(400m程度)まで安定して構築し、当該外郭フレーム2にアンテナ等の通信機器2a〜2gを通信動作を中断すること無く盛り換え、既存の塔状タワー1の補強作業を完了しておくのである(図1A〜図2C参照)。   Thus, prior to dividing the existing tower 1, the outer frame 2 is stably constructed to a required height (about 400 m), and communication devices 2 a to 2 g such as antennas are formed on the outer frame 2. Are replaced without interrupting the communication operation, and the reinforcement work of the existing tower 1 is completed (see FIGS. 1A to 2C).

次に、前記塔状タワー1を、その下部構造11を残して、それより上方部分を分断する作業を行う。なお、当該分断作業を行うにあたり、分断する塔状タワー1の上方部分10及び下部構造11を、コアフレーム3により支持すること等を考慮して、適宜の補強手段で補強する。前記コアフレーム3を支持する基礎も必要に応じて補強する。   Next, the tower-like tower 1 is subjected to an operation of dividing the upper portion of the tower-like tower 1 while leaving the lower structure 11. In performing the dividing operation, the upper portion 10 and the lower structure 11 of the tower 1 to be divided are reinforced by appropriate reinforcing means in consideration of supporting the upper portion 10 and the lower structure 11 by the core frame 3. The foundation supporting the core frame 3 is also reinforced as necessary.

前記分断した塔状タワー1の上方部分10(高さ300m程度)と下部構造11(高さ30m程度)に、適宜の押し上げ手段又は吊り上げ手段を設置する。また、既存の塔状タワー1と新設した外郭フレーム2との間に、塔状タワー1の上方部分10が当該外郭フレーム2に沿って鉛直姿勢を保持しつつ安全に上昇することを補助するガイド機構(図示省略)を設けておくことが好ましい(請求項7記載の発明)。そして、分断した塔状タワー1の上方部分10を、前記押し上げ手段又は吊り上げ手段にて前記外郭フレーム2に沿って所要の高さまで上昇させ、地上から立ち上げたコアフレーム3を継ぎ足すことにより安全に支持せしめる(図3A、B)。しかる後、前記塔状タワー1の上方部分10と前記外郭フレーム2の上部との固定作業を行い、地上650m程度の高さを有する高層化した塔状タワーの構築作業を完了する。前記コアフレーム3を使用する場合、事後にエレベータシャフトとして利用することが好ましい(請求項8記載の発明)。   Appropriate push-up means or lifting means are installed on the upper part 10 (about 300 m in height) and the lower structure 11 (about 30 m in height) of the divided tower 1. Further, a guide for assisting the upper portion 10 of the tower-like tower 1 to rise safely along the outer frame 2 while maintaining a vertical posture between the existing tower-like tower 1 and the newly-exposed outer frame 2. It is preferable to provide a mechanism (not shown) (the invention according to claim 7). Then, the upper portion 10 of the divided tower 1 is raised to a required height along the outer frame 2 by the pushing-up means or lifting means, and the core frame 3 raised from the ground is added to make it safe. (FIGS. 3A and 3B). Thereafter, the work for fixing the upper portion 10 of the tower 1 and the upper part of the outer frame 2 is performed, and the construction work for the tower tower having a height of about 650 m above the ground is completed. When the core frame 3 is used, it is preferably used as an elevator shaft after the fact (the invention according to claim 8).

前記外郭フレーム2の上端部には、必要に応じて、展望台や新規デジタル送信室などの施設を構築することもできる。   A facility such as an observation deck or a new digital transmission room can be constructed at the upper end of the outer frame 2 as necessary.

以上に実施例を図1〜図7に基づいて説明したが、本発明は、図示例の実施形態の限りではなく、その技術的思想を逸脱しない範囲において、当業者が通常に行う設計変更、応用のバリエーションの範囲を含むことを念のために言及する。   Although the embodiments have been described with reference to FIGS. 1 to 7, the present invention is not limited to the embodiments of the illustrated examples, and design modifications that are usually performed by those skilled in the art without departing from the technical idea thereof, Note that it includes a range of application variations.

例えば、本実施例では、既存の塔状タワー1を上下方向に1箇所分断した構成で実施しているが、2箇所以上分断した構成で実施することもできる(請求項9記載の発明)。また、本実施例に係る外郭フレーム2は、塔状タワー1より高く構築して実施しているが、少なくとも前記塔状タワー1に備えたアンテナ等の通信機器1a…の盛り替えに必要な高さまで構築すれば足り、当該塔状タワー1より低く構築して実施することも勿論できる。さらに、本実施例では、330m程度の塔状タワーを650m程度に超高層化して実施しているが、適用高さはこれに限定されないことは勿論である。   For example, in the present embodiment, the existing tower-shaped tower 1 is implemented with a configuration that is divided at one location in the vertical direction, but may be implemented with a configuration that is divided at two or more locations (the invention according to claim 9). In addition, the outer frame 2 according to the present embodiment is constructed and implemented higher than the tower tower 1, but at least the height necessary for replacement of the communication devices 1 a... Such as an antenna provided in the tower tower 1. Of course, it is sufficient to construct it, and it is of course possible to construct and implement it lower than the tower 1. Furthermore, in the present embodiment, the tower tower having a height of about 330 m is formed with a super-high height of about 650 m, but the application height is of course not limited thereto.

A〜Cは、請求項1に記載した発明に係るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法の施工手順を段階的に示した概略図である。AC is the schematic which showed the construction procedure of the high-rise construction method of the existing tower-shaped tower provided with communication apparatuses, such as an antenna concerning the invention described in Claim 1, in steps. A〜Cは、請求項1に記載した発明に係るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法の施工手順を、図1に続いて段階的に示した概略図である。AC is the schematic which showed the construction procedure of the high-rise construction method of the existing tower-shaped tower provided with communication apparatuses, such as an antenna concerning the invention described in Claim 1, in steps following FIG. . A、Bは、請求項1に記載した発明に係るアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法の施工手順を、図2に続いて段階的に示した概略図である。FIGS. 2A and 2B are schematic diagrams showing the construction procedure of an existing tower-shaped tower high-rise construction method equipped with communication equipment such as an antenna according to the invention described in claim 1 in a stepwise manner following FIG. 2. . 既存の塔状タワーの基部を取り囲むように櫓部(外郭フレーム)を構築した段階を示した正面図である。It is the front view which showed the step which constructed | assembled the collar part (outer frame) so that the base of the existing tower-shaped tower might be surrounded. 塔状タワーの基礎、及び櫓部(外郭フレーム)の基礎を示した平面図である。It is the top view which showed the foundation of the tower-shaped tower, and the foundation of a collar part (outer frame). 既存の塔状タワーの下部構造を取り囲むように構築した櫓部の中間部を示した平面図である。It is the top view which showed the intermediate part of the collar part constructed so that the lower structure of the existing tower-shaped tower might be surrounded. 既存の塔状タワーの下部構造を取り囲むように構築した櫓部の上端部を示した平面図である。It is the top view which showed the upper end part of the collar part constructed so that the lower structure of the existing tower-shaped tower might be surrounded.

符号の説明Explanation of symbols

1 既存の塔状タワー
2 外郭フレーム
3 コアフレーム
4 外郭フレームの基礎
5 既存の塔状タワーの基礎
1a〜1f アンテナ等の通信機器
2a〜2h アンテナ等の通信機器
10 既存の塔状タワーの上方部分
11 既存の塔状タワーの下部構造
12 塔状タワーを上下方向に分断する部位
13 大型柱
14 大型梁
22 櫓部
DESCRIPTION OF SYMBOLS 1 Existing tower tower 2 Outer frame 3 Core frame 4 Outer frame foundation 5 Existing tower tower foundation 1a-1f Communication equipment such as antenna 2a-2h Communication equipment such as antenna 10 Upper part of existing tower tower 11 Lower structure of existing tower tower 12 Site to divide tower tower vertically 13 Large pillar 14 Large beam 22

Claims (9)

アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
前記塔状タワーを取り囲む形態の外郭フレームを、前記塔状タワーが備えたアンテナ等の通信機器の盛り替えに必要な高さまで、電波障害を生じさせない構造で立ち上げ、当該外郭フレームにアンテナ等の通信機器を盛り替えて設置する段階と、
塔状タワーの下部構造と、それより上方部分とを分断し、分断した塔状タワーの上方部分を、前記外郭フレームを利用して同外郭フレームの上端部より上方へ突き出る高さまでリフトアップし、外郭フレームで支持させる段階と、
前記塔状タワーの下部構造は前記外郭フレームと構造的に一体化する段階とから成ることを特徴とする、アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。
In the high-rise construction method of existing tower towers equipped with communication devices such as antennas,
The outer frame of the form surrounding the tower tower is started up with a structure that does not cause radio interference up to the height required for replacement of communication equipment such as antennas provided in the tower tower, and The stage of re-installing communication equipment,
The lower structure of the tower tower and the upper part thereof are divided, and the upper part of the divided tower tower is lifted up to a height protruding upward from the upper end of the outer frame using the outer frame, Supporting the outer frame, and
2. A method for increasing the height of an existing tower-like tower equipped with communication equipment such as an antenna, wherein the tower-like tower has a lower structure structurally integrated with the outer frame.
アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法において、
前記塔状タワーを取り囲む形態の外郭フレームを、前記塔状タワーが備えたアンテナ等の通信機器の盛り替えに必要な高さまで、電波障害を生じさせない構造で立ち上げ、当該外郭フレームにアンテナ等の通信機器を盛り替えて設置する段階と、
塔状タワーの下部構造と、それより上方部分とを分断し、分断した塔状タワーの上方部分を、前記外郭フレームを利用して同外郭フレームの上端部より上方へ突き出る高さまでリフトアップし、外郭フレーム及び地上から立ち上げたコアフレームで支持させる段階と、
前記塔状タワーの下部構造は前記外郭フレーム及びコアフレームの下部と構造的に一体化する段階とから成ることを特徴とする、アンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。
In the high-rise construction method of existing tower towers equipped with communication devices such as antennas,
The outer frame of the form surrounding the tower tower is started up with a structure that does not cause radio interference up to the height required for replacement of communication equipment such as antennas provided in the tower tower, and The stage of re-installing communication equipment,
The lower structure of the tower tower and the upper part thereof are divided, and the upper part of the divided tower tower is lifted up to a height protruding upward from the upper end of the outer frame using the outer frame, Supporting the outer frame and the core frame raised from the ground;
The lower structure of the tower-like tower comprises a step of structurally integrating with the lower part of the outer frame and the core frame, and a high-rise construction method of an existing tower tower equipped with communication equipment such as an antenna .
外郭フレームを立ち上げる際に、塔状タワーに備えたアンテナ等の通信機器に電波障害を生じさせないように、前記外郭フレームを前記塔状タワーの通信機器の下方位置まで立ち上げて当該通信機器に対応する新規の通信機器を当該外郭フレームに取付け、当該新規の通信機器と塔状タワーの旧通信機器との運転を切り替え、続いて前記外郭フレームを次上位の塔状タワーの通信機器の下方位置まで立ち上げて当該通信機器に対応する新規の通信機器を当該外郭フレームに取付け、当該新規の通信機器と塔状タワーの対応する旧通信機器の運転を切り替える作業を繰り返して通信機器の盛り替えを行うことを特徴とする、請求項1又は2に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   When the outer frame is started up, the outer frame is raised to a position below the tower tower communication device so that the communication equipment such as an antenna provided in the tower tower does not cause radio interference. Attach the corresponding new communication device to the outer frame, switch the operation between the new communication device and the old communication device of the tower tower, and then place the outer frame below the communication device of the next higher tower tower And install the new communication device corresponding to the communication device on the outer frame, and repeat the operation of switching the operation of the old communication device corresponding to the new communication device and the tower tower, and replace the communication device A method for increasing the height of an existing tower-like tower provided with communication equipment such as an antenna according to claim 1, wherein the construction is performed. 塔状タワーの下部構造と、それより上方部分とを分断するに際し、前記塔状タワーの下部構造と外郭フレームとを予め構造的に一体化することを特徴とする、請求項1〜3のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   The lower structure of the tower-shaped tower and the upper part thereof are divided in advance, and the lower structure of the tower-shaped tower and the outer frame are structurally integrated in advance. A high-rise construction method of an existing tower tower equipped with communication equipment such as an antenna described in Kaichi. 塔状タワーの上方部分をリフトアップする以前に、当該塔状タワーの上方部分を風荷重に耐え得る程度に補強することを特徴とする、請求項1〜4のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   The antenna or the like according to any one of claims 1 to 4, wherein the upper portion of the tower-like tower is reinforced to an extent that can withstand wind loads before the upper portion of the tower-like tower is lifted up. High-rise construction method of existing tower tower equipped with communication equipment. 塔状タワーの上方部分をリフトアップする以前に、当該塔状タワーのアンテナサイトを新規のアンテナサイトに交換することを特徴とする、請求項1〜5のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   The antenna communication according to any one of claims 1 to 5, wherein the antenna site of the tower tower is replaced with a new antenna site before the upper portion of the tower tower is lifted up. High-rise construction method of existing tower tower with equipment. 塔状タワーと外郭フレームとの間に、塔状タワーの上方部分が外郭フレームに沿って鉛直姿勢を保持しつつ上昇することを補助するガイド機構を設けることを特徴とする、請求項1〜6のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   A guide mechanism is provided between the tower-shaped tower and the outer frame to assist the upper portion of the tower-shaped tower ascending while maintaining a vertical posture along the outer frame. A high-rise construction method for an existing tower-like tower equipped with a communication device such as an antenna described in any one of the above. コアフレームは、事後にエレベータシャフトとして利用することを特徴とする、請求項2〜7のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   The core frame is utilized as an elevator shaft after the fact, and the existing tower-like tower construction method with communication equipment such as an antenna according to claim 2. 塔状タワーは、その下部構造と、それより上方部分とを2箇所以上分断することを特徴とする、請求項1〜8のいずれか一に記載したアンテナ等の通信機器を備えた既存の塔状タワーの高層化構法。   An existing tower equipped with a communication device such as an antenna according to any one of claims 1 to 8, wherein the tower-like tower divides the lower structure and the upper part thereof into two or more places. Of high-rise tower.
JP2004147882A 2004-05-18 2004-05-18 High-rise construction method of existing tower tower equipped with communication equipment such as antenna Expired - Fee Related JP3862712B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
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WO2007136241A1 (en) * 2006-05-18 2007-11-29 Elite Comm Network Sdn. Bhd. A portable mobile communication tower
JP2012167459A (en) * 2011-02-10 2012-09-06 Tokyo Electric Power Co Inc:The Steel tower rebuilding method
JP2014025243A (en) * 2012-07-26 2014-02-06 Chugoku Electric Power Co Inc:The Method for reinforcing steel tower

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CN112211469A (en) * 2019-07-09 2021-01-12 武汉光卓科技有限公司 Convenient safe type communication base station
CN111576919B (en) * 2020-04-02 2022-01-14 国网浙江省电力有限公司湖州供电公司 Whole power transmission tower moving device and method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007136241A1 (en) * 2006-05-18 2007-11-29 Elite Comm Network Sdn. Bhd. A portable mobile communication tower
JP2012167459A (en) * 2011-02-10 2012-09-06 Tokyo Electric Power Co Inc:The Steel tower rebuilding method
JP2014025243A (en) * 2012-07-26 2014-02-06 Chugoku Electric Power Co Inc:The Method for reinforcing steel tower

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