JP2007266994A - Antenna extension method and antenna for extension - Google Patents

Antenna extension method and antenna for extension Download PDF

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Publication number
JP2007266994A
JP2007266994A JP2006089151A JP2006089151A JP2007266994A JP 2007266994 A JP2007266994 A JP 2007266994A JP 2006089151 A JP2006089151 A JP 2006089151A JP 2006089151 A JP2006089151 A JP 2006089151A JP 2007266994 A JP2007266994 A JP 2007266994A
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antenna
support
column
tower
support column
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JP4646844B2 (en
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Hiroshi Iida
博志 飯田
Shuichi Oka
秀一 岡
Tomoya Takeuchi
智也 竹内
Kenji Otsuka
健司 大塚
Michihiko Nakatsuka
充彦 中司
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BROAD WIRELESS KK
Sumitomo Densetsu Co Ltd
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BROAD WIRELESS KK
Sumitomo Densetsu Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To install a new antenna to an existing antenna tower at low cost. <P>SOLUTION: A bottom support which supports the bottom of a first column support 12 is removed with the first column support 12 of an existing first antenna A1 temporarily supported to a tower body 10. After removing, a second column support 84 of a second antenna for extension is connected to the first column support 12, and the second column support 84 is supported to the tower body 10. Subsequently, the upper part of the tower body 10 is removed and the proper part of the second column support 84 is opened. A second antenna body is attached to the second column support 84 and the second antenna is completed. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、塔本体の頂部にアンテナが設置されるアンテナ塔に対し、別のアンテナを増設する方法及びその増設に適したアンテナに関するものである。   The present invention relates to a method of adding another antenna to an antenna tower in which an antenna is installed at the top of the tower body, and an antenna suitable for the addition.

昨今、放送や通信のデジタル化が急速に進行中で、特に最近ではテレビのデジタル放送が開始される状況にある。しかし、既設のアナログ通信・放送用のアンテナ塔とは別にデジタル通信・放送用のアンテナ塔を新設するには多大な費用を要する。また、新しいアンテナ塔の設置場所の確保も容易ではない。   In recent years, digitalization of broadcasting and communication is progressing rapidly, and in particular, recently, digital broadcasting of television is being started. However, it is very expensive to newly install an antenna tower for digital communication / broadcasting in addition to the existing antenna tower for analog communication / broadcasting. Moreover, it is not easy to secure a place for installing a new antenna tower.

そこで近年は、既存のアナログ用アンテナ塔にデジタル用アンテナを増設することにより、当該アンテナ塔の塔本体をアナログ用アンテナとデジタル用アンテナとに兼用する方策がとられている。具体的には、既設のアンテナ(アナログ用アンテナ)と、これを支持する塔本体の頂部との間に、新設すべきアンテナ(デジタル用アンテナ)を介在させて、この新設アンテナが前記の既設アンテナを下から支持する構造にするといった方策がとられている。   Therefore, in recent years, measures have been taken to add a digital antenna to an existing analog antenna tower so that the antenna main body of the antenna tower can be used as both an analog antenna and a digital antenna. Specifically, an antenna to be newly installed (digital antenna) is interposed between the existing antenna (analog antenna) and the top of the tower body that supports the antenna, and this new antenna is the above-mentioned existing antenna. Measures are taken such that the structure is supported from below.

しかしながら、従来は、前記のように新しいアンテナを増設するための具体的工法として、一旦塔頂部から既設のアンテナを降ろし、その塔頂部に新しいアンテナを設置した後、改めてこの新設アンテナの上に既設のアンテナを設置するといった方法がとられているため、その工事には大型クレーン等の大規模な設備が必要となっている。しかも、その工事中は既設のアンテナが完全に取外されて放送不能な状態となるため、放送を中断せずにアンテナを増設するためには例えば深夜や早朝といった限られた時間帯の中で工事を完了しなければならず、このような工事期間の厳しい制約が作業者に著しい負担を与える結果となっている。   However, in the past, as a concrete method for adding a new antenna as described above, once the existing antenna is lowered from the top of the tower and a new antenna is installed at the top of the tower, the existing antenna is newly installed on the new antenna. Therefore, a large-scale facility such as a large crane is required for the construction. Moreover, since the existing antenna is completely removed during the construction, it becomes impossible to broadcast, so in order to add more antennas without interrupting broadcasting, for example, in a limited time zone such as midnight or early morning The construction has to be completed, and such severe restrictions on the construction period result in a significant burden on the operator.

このような不都合を解消すべく、特許文献1には、既設のアンテナによる放送を中断せずにアンテナを増設するための方法が開示されている。この方法は次の手順で行われる。   In order to eliminate such inconveniences, Patent Document 1 discloses a method for adding antennas without interrupting broadcasting using existing antennas. This method is performed in the following procedure.

1)既設のアンテナ塔の上部において増設用アンテナの設置に必要な区間に仮鉄塔を構築し、この仮鉄塔に既設のアンテナの支柱を固定する。   1) A temporary iron tower is constructed in the section necessary for installing the additional antenna at the upper part of the existing antenna tower, and the pillar of the existing antenna is fixed to this temporary iron tower.

2)前記仮鉄塔の内側にある既設の鉄塔の部分を撤去する。   2) The part of the existing steel tower inside the said temporary iron tower is removed.

3)前記既設のアンテナの支柱に新しいアンテナの支柱すなわち新設支柱を連結し、この新設支柱を既設の鉄塔部分に支持させる。   3) A new antenna column, that is, a new column is connected to the existing antenna column, and this new column is supported by the existing tower.

4)前記仮鉄塔を撤去して前記新設支柱に新しいアンテナの本体部を取付ける。
特開2004−332347号公報
4) Remove the temporary tower and attach a new antenna body to the new column.
JP 2004-332347 A

前記特許文献1に記載される方法は、新しく構築した仮鉄塔に既設のアンテナの支柱を固定した後、この仮鉄塔の内側の既設の鉄塔部分を撤去してから前記既設の支柱に新しい支柱を連結するものなので、前記仮鉄塔は新しいアンテナの設置に必要とされる比較的長い区間にわたって構築されなければならない。従って、当該仮鉄塔の構築のために要する材料費等の費用及び工数が多く、その分コストの削減や作業時間の短縮が難しくなる。   The method described in Patent Document 1 fixes an existing antenna column to a newly constructed temporary tower, then removes the existing tower portion inside the temporary tower, and then installs a new column on the existing column. Since they are connected, the steel tower must be constructed over a relatively long section required for the installation of a new antenna. Therefore, there are many costs such as material costs and man-hours required for constructing the temporary tower, and it is difficult to reduce costs and work time accordingly.

本発明は、このような課題を解決することを目的とする。   The present invention aims to solve such problems.

前記課題を解決するための手段として、本発明は、第1支柱及びこの第1支柱に取付けられる第1アンテナ本体部を有する第1アンテナと、前記第1支柱の少なくとも底部を支持する底支持部を有する塔本体とを具備するアンテナ塔に対し、前記第1アンテナの下方の領域に、第2支柱及びこの第2支柱に取付けられる第2アンテナ本体部を有する第2アンテナを増設するための方法であって、前記第1支柱のうちその底部よりも上側の部分が前記塔本体に仮支持される状態で前記底支持部を撤去する第1撤去工程と、前記底支持部を撤去した後に前記第1支柱の底部に前記第2アンテナの前記第2支柱を連結する連結工程と、前記塔本体に、前記第1支柱に連結された前記第2支柱のうち前記第2アンテナ本体部が取付けられるアンテナ取付部位よりも下側の部分を支持する最終支持部を設けてこの最終支持部に前記第2支柱を支持させる最終支持工程と、前記塔本体のうち前記最終支持部よりも上側の部分であって前記アンテナ取付部位の周囲に位置する部分を撤去する第2撤去工程と、前記第2撤去工程後に前記第2支柱に前記第2アンテナ本体部を取付けるアンテナ取付工程とを含むものである。   As means for solving the above-described problems, the present invention provides a first antenna having a first support column and a first antenna main body portion attached to the first support column, and a bottom support portion for supporting at least the bottom portion of the first support column. A method for adding a second antenna having a second support column and a second antenna main body portion attached to the second support column in a region below the first antenna with respect to the antenna tower having the tower main body having And the 1st removal process which removes the bottom support part in the state where the part above the bottom part among the 1st pillars is temporarily supported by the tower body, and after removing the bottom support part, The connecting step of connecting the second support of the second antenna to the bottom of the first support, and the second antenna body of the second support connected to the first support is attached to the tower body. Antenna pick A final support step of providing a final support portion for supporting a portion below the portion and supporting the second support on the final support portion; and a portion of the tower body above the final support portion. A second removal step of removing a portion located around the antenna attachment portion; and an antenna attachment step of attaching the second antenna main body to the second support post after the second removal step.

この方法は、前記第1支柱のうちその底部よりも上側の部分が前記塔本体に仮支持される状態で底支持部を撤去する第1撤去工程を行った後、従来のように第2アンテナの設置領域全域にわたる仮鉄塔を構築して同領域の既設塔部分を撤去するのではなく、先に、前記支柱の底部に前記第2アンテナの前記第2支柱を連結する連結工程と、塔本体に最終支持部を設けてこの最終支持部に前記第2支柱を支持させる最終支持工程とを行ってから、前記アンテナ取付部位の周囲に位置する部分を撤去する第2撤去工程を行うものであるため、前記第1支柱に前記第2支柱を連結してこの第2支柱を塔本体に最終支持させるまでの間、前記第1支柱は既設の塔本体を利用して塔頂に支持しておくことが可能である。従って、従来のように前記第2アンテナの設置領域にわたる大掛かりな仮鉄塔を構築する場合に比べ、当該第2アンテナの増設に要する材料費や工数が少ない。   In this method, after performing the first removal step of removing the bottom support portion in a state where the portion of the first support column above the bottom portion is temporarily supported by the tower body, the second antenna is conventionally used. Rather than constructing a temporary tower over the entire installation area and removing the existing tower portion in the same area, the connecting step of connecting the second support of the second antenna to the bottom of the support first, and the tower body And a final support step of providing the final support portion and supporting the second support column on the final support portion, and then performing a second removal step of removing a portion located around the antenna mounting portion. Therefore, until the second column is connected to the first column and the second column is finally supported on the tower body, the first column is supported on the tower top using the existing tower body. It is possible. Therefore, compared with the conventional case where a large temporary tower over the installation area of the second antenna is constructed, the material cost and the man-hour required for adding the second antenna are small.

前記第1撤去工程では、前記第1支柱が仮支持されている必要があるが、このような仮支持を行うための具体的な手段としては、前記第1撤去工程の前に、前記第1支柱のうち前記底支持部により支持される部分よりも上側の部分を仮支持する仮支持部を前記塔本体に増設してこの仮支持部に前記第1支柱を仮支持させる仮支持工程を行うのが有効である。この仮支持部は、既設の塔本体側に前記第1支柱を支持させるためのものであり、従来の仮鉄塔のように既設塔部分を撤去することを前提としたものではないので、当該仮支持部は前記仮鉄塔のように大掛かりなものである必要はない。この仮支持部は、前記第2撤去工程で撤去すればよい。   In the first removal step, the first support column needs to be temporarily supported. As a specific means for performing such temporary support, the first removal step may be performed before the first removal step. A temporary support step is provided in which a temporary support portion that temporarily supports a portion of the column above the portion supported by the bottom support portion is temporarily added to the tower body, and the temporary support portion temporarily supports the first column. Is effective. The temporary support portion is for supporting the first column on the existing tower body side, and is not based on the assumption that the existing tower portion is removed like the conventional temporary iron tower. The support portion does not need to be large as in the case of the temporary tower. What is necessary is just to remove this temporary support part at a said 2nd removal process.

前記仮支持工程としては、前記塔本体の頂部に前記仮支持部を含む仮設塔頂部を増設する工程を含むものが好適である。その場合、前記第2撤去工程では前記塔本体のうち前記仮設塔頂部を含む部分を撤去するようにすればよい。   The temporary support step preferably includes a step of adding a temporary tower top including the temporary support to the top of the tower body. In that case, what is necessary is just to make it remove the part containing the said temporary tower top part in the said tower | column main body at a said 2nd removal process.

一方、前記連結工程としては、前記塔本体の内側を通して前記第2支柱を上昇させることにより当該第2支柱の上部と前記第1支柱の下部とを上下方向に連結するものが、好適である。この工程では、前記第2支柱を上昇させる操作によってそのまま当該第2支柱を前記第1支柱に簡易に連結することができる。   On the other hand, as the connecting step, it is preferable to connect the upper portion of the second support column and the lower portion of the first support column in the vertical direction by raising the second support column through the inside of the tower body. In this step, the second support column can be simply connected to the first support column as it is by raising the second support column.

その具体的な連結態様としては、前記第2支柱がその上部に上方に開口する筒状部を有するものであって、前記連結工程が、前記第2支柱を上昇させることによりその筒状部の内側に前記第1支柱の下部を上下方向に嵌入する嵌入工程を含むものが、好適である。このような嵌入工程を含むようにすれば、前記第2支柱を上昇させる際にこの第2支柱の筒状部と第1支柱とをそのまま嵌合することによって、両支柱を確実かつ簡易に連結することができる。   As a specific connection mode, the second support column has a cylindrical portion opening upward at the upper portion thereof, and the connection step raises the second support column to raise the cylindrical portion. It is preferable to include an insertion step of inserting the lower portion of the first support column in the vertical direction inside. If such a fitting step is included, when the second support column is raised, the cylindrical portion of the second support column and the first support column are directly connected to each other so that both the support columns are reliably and easily connected. can do.

ここで、前記第2支柱の筒状部が、その上端から特定距離だけ離れた位置に設けられて前記第1支柱の下端に当接可能な支柱受部を有するものであって、前記嵌入工程が、前記支柱受部に前記第1支柱の下端が当接するまで当該筒状部の内側に前記第1支柱の下部を嵌入するものであれば、当該第1支柱の下端と前記支柱受部との当接によって、当該第1支柱が前記筒状部内に過度に深く嵌入されることが防がれる。しかも、連結後は、前記支柱受部によって前記第1支柱が下から支持される状態となる。   Here, the cylindrical portion of the second strut has a strut receiving portion provided at a position away from the upper end by a specific distance and capable of contacting the lower end of the first strut, the fitting step As long as the lower part of the first support column is fitted inside the cylindrical part until the lower end of the first support column contacts the support column receiving unit, the lower end of the first support column and the support column receiving unit This contact prevents the first support column from being inserted too deeply into the tubular portion. Moreover, after the connection, the first support column is supported from below by the support column receiving portion.

また本発明は、前記のような増設に適したアンテナであって、前記第1支柱の下部に連結される第2支柱と、この第2支柱に取付けられる第2アンテナ本体部とを備え、前記第2支柱は、上方に開口して内側に前記第1支柱の下部が嵌入可能な筒状部を上部に有し、この筒状部には、その上端から特定距離だけ離れた位置で前記第1支柱の下端に当接可能な支柱受部が設けられているものである。   Further, the present invention is an antenna suitable for expansion as described above, and includes a second column connected to a lower portion of the first column, and a second antenna body portion attached to the second column, The second support column has a cylindrical portion that opens upward and into which the lower portion of the first support column can be fitted, and the cylindrical portion has the first portion at a position away from the upper end by a specific distance. A strut receiving portion capable of contacting the lower end of one strut is provided.

この増設用アンテナでは、前記第2支柱の筒状部の上端部には、この筒状部内に嵌入される前記第1支柱の垂直度を調節するための垂直度調節機構が設けられていることが、より好ましい。この垂直度調節機構を利用して、前記第2支柱に連結される前記第1支柱の垂直度を良好にすることができる。   In this extension antenna, a verticality adjustment mechanism is provided at the upper end of the cylindrical portion of the second column to adjust the verticality of the first column inserted into the cylindrical portion. Is more preferable. By using this verticality adjusting mechanism, the verticality of the first support coupled to the second support can be improved.

以上のように、本発明によれば、既存の塔本体を有効に利用しながら第2アンテナの増設を行うことにより、その増設に要する費用や工数、時間を有効に削減することができる効果がある。   As described above, according to the present invention, by adding the second antenna while effectively using the existing tower body, it is possible to effectively reduce costs, man-hours, and time required for the extension. is there.

本発明の好ましい実施の形態を図面を参照しながら説明する。   A preferred embodiment of the present invention will be described with reference to the drawings.

図1は、新しいアンテナが増設される前の既設のアンテナ塔(例えばアナログ用アンテナ塔)を示したものである。このアンテナ塔は、塔本体10と、第1アンテナ(例えばアナログ用アンテナ)A1とを備え、この第1アンテナA1が前記塔本体10の頂部に立直状態で支持されている。   FIG. 1 shows an existing antenna tower (for example, an analog antenna tower) before a new antenna is added. The antenna tower includes a tower main body 10 and a first antenna (for example, an analog antenna) A1, and the first antenna A1 is supported upright on the top of the tower main body 10.

前記第1アンテナA1は、垂直方向に延びる第1支柱12と第1アンテナ本体部18とを有している。この実施の形態において、前記第1支柱12は、下側柱部14と上側柱部16とがフランジ20によって連結されたものであり、前記上側柱部16の周囲に前記第1アンテナ本体部18が取付けられている。前記下側柱部14の上部には、ジャンクションボックス19が取付けられている。このジャンクションボックス19は前記第1アンテナ本体部18と給電線21とを電気的に分配して接続するためのものである。この給電線21は、後述の第2アンテナ増設工事が行われても配線状態が保たれる。   The first antenna A1 includes a first support column 12 and a first antenna body 18 that extend in the vertical direction. In this embodiment, the first support column 12 is configured such that a lower column portion 14 and an upper column portion 16 are connected by a flange 20, and the first antenna body portion 18 is provided around the upper column portion 16. Is installed. A junction box 19 is attached to the upper portion of the lower column portion 14. The junction box 19 is for electrically distributing and connecting the first antenna body 18 and the feeder line 21. The power supply line 21 is kept in the wiring state even if the second antenna expansion work described later is performed.

なお、前記第1支柱12は、その全長にわたり単一の柱部で構成されたものであってもよい。   In addition, the said 1st support | pillar 12 may be comprised by the single pillar part over the full length.

前記下側柱部14は、底支持部材22及び中間支持部材24を介して塔本体10側に支持されている。   The lower column portion 14 is supported on the tower body 10 side via a bottom support member 22 and an intermediate support member 24.

前記底支持部材22は、前記下側柱部14の底部を下から支持するためのものであり、図2(a)(b)に示すように、前記塔本体10の上部に設けられた水平方向の梁部材26の上に設置されている。   The bottom support member 22 is for supporting the bottom portion of the lower column portion 14 from below. As shown in FIGS. 2 (a) and 2 (b), a horizontal support member 22 is provided at the top of the tower body 10. It is installed on the directional beam member 26.

この底支持部材22は、水平方向の基板28と、この基板28の中央に立設された周壁30と、この周壁30を外側から支持するための複数枚のリブ31とを有し、前記基板28が前記梁部材26上にボルト等で着脱可能に固定されている。前記周壁30は前記下側柱部14の底部が嵌入可能な内径を有するとともに、その壁を水平方向に貫通する貫通孔32が周方向に並ぶ複数の箇所に設けられている。そして、前記周壁30の内側に前記下側柱部14の底部が嵌入されて前記基板26上に載せられるとともに、前記各貫通孔32に対して外側からボルト34が挿入されて前記下側柱部14の外周面に突き当てられる位置で適当なナットで固定されることにより、この下側柱部14の底部が前記底支持部材22により立直姿勢で支持されるようになっている。   The bottom support member 22 includes a horizontal substrate 28, a peripheral wall 30 standing at the center of the substrate 28, and a plurality of ribs 31 for supporting the peripheral wall 30 from the outside. 28 is detachably fixed on the beam member 26 with bolts or the like. The peripheral wall 30 has an inner diameter into which the bottom of the lower column portion 14 can be fitted, and through holes 32 penetrating the wall in the horizontal direction are provided at a plurality of locations aligned in the circumferential direction. And the bottom part of the said lower side pillar part 14 is inserted inside the said surrounding wall 30, and while it mounts on the said board | substrate 26, the volt | bolt 34 is inserted from the outer side with respect to each said through-hole 32, and the said lower side pillar part The bottom portion of the lower column portion 14 is supported in the upright posture by the bottom support member 22 by being fixed with an appropriate nut at a position where it is abutted against the outer peripheral surface of the bottom portion 14.

前記中間支持部材24は、前記下側柱部14の中間部を径方向外側から支持するためのものであり、前記塔本体10の塔頂に設けられている。   The intermediate support member 24 is for supporting the intermediate portion of the lower column portion 14 from the outside in the radial direction, and is provided at the top of the tower body 10.

図3(a)(b)に示されるように、前記中間支持部材24は、左右一対の基板38A,38Bと、各基板38A,38Bに設けられた平面視半円状の周壁40A,40Bと、各周壁40A,40Bを外側から支持するための複数枚のリブ41とを有している。前記基板38A,38B及び周壁40A,40Bは、それぞれ、全体が全周にわたり一体的に形成されたものでもよいし、図示のように左右に半割りされた構造であってもよい。これらの基板38A,38B及び周壁40A,40Bは、相互合体した状態で前記周壁40A,40Bが円筒状をなして前記基板38A,38Bの中央部を上下方向に貫通する構造をなし、この状態で前記基板38A,38Bが前記塔本体10の塔頂の梁部材36上に設置されている。   3A and 3B, the intermediate support member 24 includes a pair of left and right substrates 38A and 38B, and semicircular peripheral walls 40A and 40B provided on the substrates 38A and 38B. And a plurality of ribs 41 for supporting the peripheral walls 40A, 40B from the outside. Each of the substrates 38A, 38B and the peripheral walls 40A, 40B may be integrally formed over the entire circumference, or may have a structure that is divided into left and right as illustrated. The substrates 38A, 38B and the peripheral walls 40A, 40B have a structure in which the peripheral walls 40A, 40B are formed in a cylindrical shape so as to penetrate the central portion of the substrates 38A, 38B in the vertical direction in this state. The substrates 38A and 38B are installed on the beam member 36 at the top of the tower body 10.

前記周壁40A,40Bは前記下側柱部14の中間部が挿通可能な内径を有し、これらの周壁40A,40Bにはその壁を水平方向に貫通する貫通孔42が周方向に並ぶ複数の箇所に設けられている。そして、前記周壁40A,40Bの内側空間39に前記下側柱部14の中間部が挿通されるとともに、前記各貫通孔42に対して外側からボルト44が挿入されて前記下側柱部14の外周面に突き当てられる位置で適当なナットで固定されることにより、この下側柱部14の中間部が前記中間支持部材24により径方向外側から支持されるとともに、前記ボルト44の操作によって前記第1支柱12の垂直度を調節することが可能となっている。   The peripheral walls 40A and 40B have inner diameters through which the middle part of the lower column part 14 can be inserted, and the peripheral walls 40A and 40B have a plurality of through holes 42 that penetrate the walls in the horizontal direction. It is provided in the place. And while the intermediate part of the said lower side pillar part 14 is penetrated by the inner side space 39 of the said surrounding walls 40A and 40B, the volt | bolt 44 is inserted from the outer side with respect to each said through-hole 42, and the said lower side pillar part 14 of By fixing with an appropriate nut at a position where it abuts against the outer peripheral surface, the intermediate portion of the lower column portion 14 is supported from the radially outer side by the intermediate support member 24, and the bolt 44 is operated by operating the bolt 44. The perpendicularity of the first support column 12 can be adjusted.

次に、この既設のアンテナ塔に対して図13に示す第2アンテナ(例えばデジタル用アンテナ)A2を増設するための方法をその工程順に説明する。   Next, a method for adding the second antenna (for example, digital antenna) A2 shown in FIG. 13 to the existing antenna tower will be described in the order of the steps.

1)塔頂部仮設工程(図4,図5)
この工程は、後の第1撤去工程で前記底支持部材22が撤去されるのを見越して、次の中間支持部材入替え工程とともに、前記第1アンテナA1の下側柱部14の上端を塔本体10に仮支持させる仮支持工程を構成するものである。この塔頂部仮設工程では、図4に示すように既設の塔本体10の頂部に仮設塔頂部50が増設され、この仮設塔頂部50に前記下側柱部14の上端が支持される構造が構築される。
1) Tower top temporary process (Figs. 4 and 5)
In this process, in anticipation of the removal of the bottom support member 22 in the subsequent first removal process, the upper end of the lower column part 14 of the first antenna A1 is connected to the tower body together with the next intermediate support member replacement process. 10 constitutes a temporary support step for temporary support. In this tower top temporary process, as shown in FIG. 4, a temporary tower top 50 is added to the top of the existing tower body 10, and a structure in which the upper end of the lower column part 14 is supported on the temporary tower top 50 is constructed. Is done.

図5(a)(b)に前記仮設塔頂部50の具体的構造を示す。この仮設塔頂部50は、図例では、縦方向の4本の柱材52と、隣接する柱材52の上端部同士を連結する連結部材54とを含む骨組構造をなし、相対向する一対の連結部材54同士の間にこれと直交する一対の第1仮支持部材56が掛け渡され、さらにこれら第1仮支持部材56同士の間にこれと直交する一対の第2仮支持部材58が掛け渡されている。そして、これら仮支持部材56,58の上に前記下側柱部14の上端部が仮支持される。   5A and 5B show a specific structure of the temporary tower top 50. FIG. In the illustrated example, the temporary tower top portion 50 has a frame structure including four column members 52 in the vertical direction and a connecting member 54 that connects upper end portions of the adjacent column members 52, and a pair of opposing pairs. A pair of first temporary support members 56 that are orthogonal to each other are spanned between the connecting members 54, and a pair of second temporary support members 58 that are orthogonal to the first temporary support members 56 are also suspended between the first temporary support members 56. Has been passed. And the upper end part of the said lower side pillar part 14 is temporarily supported on these temporary support members 56 and 58. FIG.

この仮支持は、前記下側柱部14とその上の上側柱部16とを連結するフランジ部20を利用して行われる。具体的には、前記フランジ部20に取付けられる締結用ボルトのうちの一部が長尺ボルト60に置き換えられ、この長尺ボルト60の端部が前記第1仮支持部材56及び前記第2仮支持部材58の上に置かれることにより、両柱部14,16を含む第1アンテナA1の自重が下から支えられる。   This temporary support is performed using a flange portion 20 that connects the lower column portion 14 and the upper column portion 16 thereon. Specifically, a part of the fastening bolts attached to the flange portion 20 is replaced with the long bolt 60, and the end of the long bolt 60 is the first temporary support member 56 and the second temporary bolt. By being placed on the support member 58, the weight of the first antenna A1 including both the pillar portions 14 and 16 is supported from below.

2)中間支持部材入替え工程(図6)
前記中間支持部材24を取外して撤去し、代わりに仮支持用の新しい中間支持部材68を塔頂に設置する。この新設の中間支持部材68の基本構造は前記中間支持部材24とほぼ同等である。従って、この中間支持部材入替え工程を省略して前記中間支持部材24をそのまま仮支持に兼用してもよい。ただし、この新しい中間支持部材68は、その取付作業上、前記の半割り構造であることが好ましい。
2) Intermediate support member replacement process (FIG. 6)
The intermediate support member 24 is removed and removed. Instead, a new intermediate support member 68 for temporary support is installed at the top of the tower. The basic structure of the newly provided intermediate support member 68 is substantially the same as that of the intermediate support member 24. Therefore, this intermediate support member replacement step may be omitted, and the intermediate support member 24 may be used as a temporary support as it is. However, it is preferable that the new intermediate support member 68 has the above-described halved structure in view of the mounting operation.

また、中間支持部材24の撤去のみ行って前記仮設塔頂部50単独で仮支持を行うようにしてもよい。   Alternatively, only the intermediate support member 24 may be removed and the temporary tower top 50 alone may be temporarily supported.

3)第1撤去工程
この工程は、前記底支持部材22を撤去する工程である。この工程が終了した後は、第1支柱12を構成する下側柱部14及び上側柱部16が前記仮設塔頂部50及び中間支持部材68のみを介して既設の塔本体10に仮支持される状態となる。この既設の塔本体10による第1支柱12の仮支持は後の第2撤去工程まで継続される。
3) First removal step This step is a step of removing the bottom support member 22. After this step is completed, the lower column portion 14 and the upper column portion 16 constituting the first support column 12 are temporarily supported by the existing tower body 10 only through the temporary tower top 50 and the intermediate support member 68. It becomes a state. The temporary support of the first support column 12 by the existing tower main body 10 is continued until the subsequent second removal step.

4)連結準備工程(図7)
この工程は、次の連結工程において前記下側柱部14に前記第2アンテナA2の第2支柱80を連結するに先立って、その連結の準備を行う工程である。具体的に、この工程では、塔本体10の内側に掛け渡されている梁部材のうちの適当なものが撤去されて前記第2支柱80を挿通するための空洞72(図7)が確保されるとともに、前記第2支柱80の中間部を支持するための中間支持部材76が適当な梁部材74の上に設置される。
4) Connection preparation process (Fig. 7)
This step is a step of preparing for the connection prior to connecting the second support column 80 of the second antenna A2 to the lower column portion 14 in the next connecting step. Specifically, in this process, an appropriate one of the beam members hung inside the tower body 10 is removed, and a cavity 72 (FIG. 7) for inserting the second support column 80 is secured. At the same time, an intermediate support member 76 for supporting the intermediate portion of the second support column 80 is installed on an appropriate beam member 74.

5)連結工程(図8及び図9)
この工程は、前記下側柱部14の底部に前記第2アンテナA2の第2支柱80を連結する工程である。この実施の形態では、図8に示すように、前記第2支柱80が前記塔本体10の内側の空洞72を通って垂直姿勢のまま引き上げられ、その搬送方向(上下方向)に前記下側柱部14と連結される。
5) Connecting step (FIGS. 8 and 9)
This step is a step of connecting the second support column 80 of the second antenna A2 to the bottom of the lower column portion 14. In this embodiment, as shown in FIG. 8, the second support column 80 is pulled up in a vertical posture through the cavity 72 inside the tower body 10, and the lower column is moved in the conveying direction (vertical direction). It is connected with the part 14.

前記第2支柱80も、下側柱部83と上側柱部84とがフランジ部82を介して上下方向に相互連結されたものである。前記上側柱部84は円筒管からなり、さらにこの円筒管が上下に分割されていてその境界部分が図9及び図10(a)に示すような溶接86と裏当て部材88との組合せによって相互接合されている。従って、この実施の形態では前記上側柱部84が筒状部となっている。この上側柱部84の内径は前記下側柱部14の外径よりも僅かに大きく、当該上側柱部84の内側に前記下側柱部14が嵌入可能となっている。この嵌入によって前記上側柱部80と下側柱部14との連結が行われる。   The second support column 80 is also configured such that the lower column portion 83 and the upper column portion 84 are interconnected in the vertical direction via the flange portion 82. The upper column portion 84 is formed of a cylindrical tube, and the cylindrical tube is further divided into upper and lower portions, and the boundary portion is mutually connected by a combination of a weld 86 and a backing member 88 as shown in FIGS. It is joined. Accordingly, in this embodiment, the upper column portion 84 is a cylindrical portion. The inner diameter of the upper column portion 84 is slightly larger than the outer diameter of the lower column portion 14, and the lower column portion 14 can be fitted inside the upper column portion 84. By this insertion, the upper column portion 80 and the lower column portion 14 are connected.

ただし、本発明に係る筒状部は円筒管でなくてもよく、例えば前記上側柱部84が断面三角形状や四角形状、多角形状の角筒管であってもよい。この場合も、第1支柱の断面形状が前記角筒管の断面形状に対応していればよい。   However, the cylindrical portion according to the present invention may not be a cylindrical tube, and for example, the upper column portion 84 may be a rectangular tube with a triangular, square, or polygonal cross section. Also in this case, the cross-sectional shape of the first support column only needs to correspond to the cross-sectional shape of the rectangular tube.

さらに、この実施の形態では、前記溶接86による接合部のすぐ上方の高さ位置では、図10(a)に示されるように、前記上側柱部84の内側面に当該内側面から内方に突出する支柱受リブ90が突設されている。この支柱受リブ90は、前記下側柱部14の下端と当接することにより当該下側柱部14の嵌入深さを規制する。   Further, in this embodiment, at the height position immediately above the joint portion by the welding 86, as shown in FIG. 10A, the inner side surface of the upper column portion 84 is inward from the inner side surface. A protruding column receiving rib 90 protrudes. The column receiving rib 90 regulates the insertion depth of the lower column portion 14 by contacting the lower end of the lower column portion 14.

従って、この連結工程では、前記第2支柱80が塔本体10の内側を通って引き上げられるのに伴って、この第2支柱80の上側柱部84の内側に前記第1支柱12の下側柱部14が前記支柱受リブ90と当接する位置まで嵌入され、この嵌入により両柱部84,14同士が連結されるとともに、前記第1支柱12が前記第2支柱80側の支柱受リブ90により下から受けられる状態となる。   Therefore, in this connection step, the lower column of the first column 12 is placed inside the upper column 84 of the second column 80 as the second column 80 is pulled up through the inside of the tower body 10. The portion 14 is inserted to a position where it abuts on the column receiving rib 90, and the both column portions 84, 14 are connected to each other by the insertion, and the first column 12 is connected to the column supporting rib 90 on the second column 80 side. It will be ready to be received from below.

さらに、この実施の形態では、前記上側柱部84の上端部に、図10(b)に示すような垂直度調節機構が設けられている。この垂直度調節機構は、前記上側柱部84に嵌入される前記下側柱部14の垂直度を調節するためのものである。具体的に、前記上側柱部84の上端部には、周方向に並ぶ複数の貫通孔84aが設けられ、各貫通孔84aの径方向外側に位置するように前記上側柱部84の外周面上にナット83が固定されている。そして、このナット83にボルト85を螺合させながら当該ナット83さらには前記貫通孔84a内に径方向外側から挿入し、適当に回転操作して、当該ボルト85の先端部を前記第1支柱12の下側柱部14の外周面に突き当てることにより、この第1支柱12の垂直度を調節することが可能となっている。   Furthermore, in this embodiment, a verticality adjusting mechanism as shown in FIG. 10B is provided at the upper end portion of the upper column portion 84. The verticality adjusting mechanism is for adjusting the verticality of the lower column portion 14 fitted into the upper column portion 84. Specifically, the upper end portion of the upper column portion 84 is provided with a plurality of through holes 84a arranged in the circumferential direction on the outer peripheral surface of the upper column portion 84 so as to be located radially outward of each through hole 84a. A nut 83 is fixed to the nut. Then, while screwing the bolt 85 into the nut 83, the nut 83 is further inserted into the through hole 84 a from the outside in the radial direction, and is appropriately rotated, so that the tip of the bolt 85 is inserted into the first support column 12. It is possible to adjust the perpendicularity of the first support column 12 by abutting against the outer peripheral surface of the lower column portion 14.

なお、この連結工程の際に前記第2支柱80のフランジ部82が前記中間支持部材76を通過できるように、この中間支持部材76の内径が設定されている。   Note that the inner diameter of the intermediate support member 76 is set so that the flange portion 82 of the second support column 80 can pass through the intermediate support member 76 during the connecting step.

この連結工程では、前記第2支柱80のうちの上側柱部84のみを前記第1支柱12の下側柱部14に連結し、その後に前記上側柱部84に前記下側柱部83を前記フランジ部82を介して連結するようにしてもよい。また、この連結工程は次の最終支持工程と並行させてもよい。   In this connection step, only the upper column part 84 of the second support column 80 is connected to the lower column part 14 of the first support column 12, and then the lower column part 83 is connected to the upper column part 84. You may make it connect via the flange part 82. FIG. Moreover, you may make this connection process parallel with the next last support process.

6)最終支持工程(図11)
この工程は、塔本体10の適当な高さ位置における梁部材77に新しい底支持部材78を設置してこの底支持部材78により前記第2支柱80の底部を支持させる工程である。前記底支持部材78は、前記図3(a)(b)に示した底支持部材22(既に第1撤去工程で撤去した底支持部材)と同等のものでもよいし、この底支持部材22よりも高強度に設計されたものでもよい。この工程により、前記第2支柱80は前記底支持部材78と前記中間支持部材76とで最終支持された状態となる。
6) Final support process (Fig. 11)
This step is a step of installing a new bottom support member 78 on the beam member 77 at an appropriate height position of the tower body 10 and supporting the bottom portion of the second support column 80 by the bottom support member 78. The bottom support member 78 may be the same as the bottom support member 22 (the bottom support member that has already been removed in the first removal step) shown in FIGS. May be designed with high strength. Through this step, the second support column 80 is finally supported by the bottom support member 78 and the intermediate support member 76.

なお、この最終支持での第2支柱80の支持箇所は必ずしも第2支柱80の底部でなくてもよく、後述の第2アンテナ本体部92が取付けられる領域よりも下側の箇所であればよい。例えば、前記第2支柱80の下部の適所に切欠や孔を設けてこの切欠に支持板やピンを差し込むことにより当該第2支柱80を支持するようにしてもよい。   In addition, the support location of the 2nd support | pillar 80 in this final support does not necessarily need to be the bottom part of the 2nd support | pillar 80, and should just be a location below the area | region where the below-mentioned 2nd antenna main-body part 92 is attached. . For example, a notch or a hole may be provided at an appropriate position below the second support column 80, and a support plate or a pin may be inserted into the notch to support the second support column 80.

7)第2撤去工程(図11,図12)
この工程は、前記塔本体10のうち前記中間支持部材76よりも上側の部分であって前記第2アンテナ本体部92の取付部位の周囲に位置する部分10a(図11)を前記仮設塔頂部50とともに撤去する工程である。この工程により、図12に示すように、前記第2支柱80のうちの上側柱部84の周囲が開放される。
7) Second removal step (FIGS. 11 and 12)
In this step, a portion 10 a (FIG. 11) located above the intermediate support member 76 in the tower main body 10 and around the attachment site of the second antenna main body 92 is replaced with the temporary tower top 50. It is a process of removing together. By this step, as shown in FIG. 12, the periphery of the upper column portion 84 of the second column 80 is opened.

8)アンテナ取付工程(図13)
この工程は、前記第2支柱80の上側柱部84の周囲に前記第2アンテナA2の第2アンテナ本体部92を取付ける工程である。この第2アンテナ本体部92の取付けにより、前記第2アンテナA2が完成し、この第2アンテナA2が前記第1アンテナA1と塔本体10の頂部との間に増設された状態となる。
8) Antenna mounting process (Fig. 13)
This step is a step of attaching the second antenna main body 92 of the second antenna A2 around the upper column portion 84 of the second support column 80. By mounting the second antenna main body 92, the second antenna A2 is completed, and the second antenna A2 is added between the first antenna A1 and the top of the tower main body 10.

以上示した方法によれば、塔頂に第1アンテナA1を残して放送可能な状態を維持したまま、その下側に第2アンテナA2を増設することができる。しかも、その工事中、前記第1アンテナA1の支持には既設の塔本体10をそのまま利用し、当該第1アンテナA1の第1支柱12に前記第2アンテナA2の第2支柱80を連結した後に前記塔本体10のうち第2アンテナA2が設置される領域に対応する部分を撤去するようにしているので(第2撤去工程)、従来のように先に塔本体10の上部を撤去してから支柱同士を連結を行う方法と異なり、長い領域にわたって仮鉄塔を構築する必要がなく、その分コストを有効に削減することができる。   According to the method described above, it is possible to add the second antenna A2 below the first antenna A1 at the top of the tower while maintaining the broadcastable state. In addition, during the construction, the existing tower body 10 is used as it is to support the first antenna A1, and the second support 80 of the second antenna A2 is connected to the first support 12 of the first antenna A1. Since the part corresponding to the area where the second antenna A2 is installed is removed from the tower body 10 (second removal process), the upper part of the tower body 10 is removed first as before. Unlike the method of connecting struts to each other, it is not necessary to construct a temporary iron tower over a long region, and the cost can be effectively reduced correspondingly.

特に、図示の第2支柱80のように、その上部に筒状部(図では上側柱部84)を有して当該筒状部内に第1支柱12が嵌入可能なものを用いれば、この第2支柱80を塔本体10の内側を通して上昇させる操作により当該第2支柱80と前記第1支柱12とを簡易にかつ確実に連結することができ、作業効率がさらに高くなる。   In particular, as shown in the illustrated second support column 80, if a cylindrical part (upper column part 84 in the figure) is provided on the upper part and the first support column 12 can be inserted into the cylindrical part, this first support column 80 is used. The operation of raising the two struts 80 through the inside of the tower body 10 allows the second struts 80 and the first struts 12 to be easily and reliably connected, and the working efficiency is further increased.

ただし、本発明における支柱同士の連結構造はこれに限られず、例えば、両支柱がフランジ部でボルト等により締結されるものであってもよい。   However, the connection structure of the support | pillars in this invention is not restricted to this, For example, both support | pillars may be fastened with a volt | bolt etc. in a flange part.

また、本発明は少なくとも第2支柱を含んでいればよく、その下方にさらに第3支柱や第4支柱を継ぎ足すことを妨げない。これらの支柱を前記「5)連結工程」と同様にして継ぎ足すことにより、第2アンテナA2を必要な高さ位置まで上げることが可能になる。この工法は、例えばデジタルアンテナの地上からの高さ位置を現状よりもさらに上げたい場合等に有効である。   Further, the present invention only needs to include at least the second support column, and does not prevent the third support column and the fourth support column from being added below the second support column. By adding these columns in the same manner as in “5) Connecting step”, it is possible to raise the second antenna A2 to a required height position. This construction method is effective, for example, when it is desired to further raise the height position of the digital antenna from the ground.

本発明の実施の形態において第2アンテナが増設される前の既設のアンテナ塔を示す正面図である。It is a front view which shows the existing antenna tower before a 2nd antenna is expanded in embodiment of this invention. (a)は前記アンテナ塔に設けられる底支持部材の平面図、(b)はその正面図である。(A) is a top view of the bottom support member provided in the said antenna tower, (b) is the front view. (a)は前記アンテナ塔に設けられる中間支持部材の平面図、(b)はその一部断面正面図である。(A) is a top view of the intermediate support member provided in the said antenna tower, (b) is the partial cross section front view. 前記アンテナ塔に仮設塔頂部が増設された後の状態を示す正面図である。It is a front view which shows the state after the temporary tower top part was expanded to the said antenna tower. (a)は前記仮設塔頂部の平面図、(b)はその正面図である。(A) is a top view of the temporary tower top, and (b) is a front view thereof. 前記アンテナ塔の中間支持部材の入替え後の状態を示す正面図である。It is a front view which shows the state after replacement | exchange of the intermediate support member of the said antenna tower. 前記アンテナ塔における第1アンテナの第1支柱への第2アンテナの第2支柱の連結のための準備工程を示す正面図である。It is a front view which shows the preparatory process for the connection of the 2nd support | pillar of the 2nd antenna to the 1st support | pillar of the 1st antenna in the said antenna tower. 前記第1支柱に前記第2支柱が連結される工程を示す正面図である。It is a front view which shows the process in which the said 2nd support | pillar is connected with a said 1st support | pillar. 前記第2支柱の上側柱部の正面図である。It is a front view of the upper side pillar part of the said 2nd support | pillar. (a)は図9のA部の縦断面を拡大した図、(b)は前記上側柱部の上端部に設けられた垂直度調節機構を示す断面正面図である。(A) is the figure which expanded the longitudinal cross-section of the A section of FIG. 9, (b) is a cross-sectional front view which shows the perpendicularity adjustment mechanism provided in the upper end part of the said upper side pillar part. 前記第1支柱に前記第2支柱が連結され、かつ、この第2支柱を支持する底支持部材が前記アンテナ塔の塔本体に設けられた状態を示す正面図である。It is a front view which shows the state by which the said 2nd support | pillar was connected with the said 1st support | pillar, and the bottom support member which supports this 2nd support | pillar was provided in the tower main body of the said antenna tower. 前記塔本体のうち前記第2支柱に第2アンテナ本体部が取付けられる部分の周囲の塔本体が撤去された状態を示す正面図である。It is a front view which shows the state from which the tower main body of the circumference | surroundings of the part to which a 2nd antenna main body part is attached to the said 2nd support | pillar among the said tower main bodies was removed. 前記第2支柱に前記第2アンテナ本体部が取付けられた状態を示す正面図である。It is a front view which shows the state by which the said 2nd antenna main-body part was attached to the said 2nd support | pillar.

符号の説明Explanation of symbols

A1 第1アンテナ
A2 第2アンテナ
10 塔本体
12 第1支柱
14 下側柱部
16 上側柱部
18 第1アンテナ本体部
22 底支持部材
24 中間支持部材
50 仮設塔頂部
56 第1仮支持部材
58 第2仮支持部材
76 中間支持部材(最終支持部)
78 底支持部材(最終支持部)
80 第2支柱
84 上側柱部(筒状部)
90 支柱受リブ
92 第2アンテナ本体部
A1 1st antenna A2 2nd antenna 10 Tower body 12 First support column 14 Lower column part 16 Upper column part 18 First antenna body part 22 Bottom support member 24 Intermediate support member 50 Temporary tower top part 56 First temporary support member 58 First 2 Temporary support member 76 Intermediate support member (final support part)
78 Bottom support member (final support part)
80 Second column 84 Upper column part (tubular part)
90 Prop receiving rib 92 Second antenna body

Claims (8)

第1支柱及びこの第1支柱に取付けられる第1アンテナ本体部を有する第1アンテナと、前記第1支柱の少なくとも底部を支持する底支持部を有する塔本体とを具備するアンテナ塔に対し、前記第1アンテナの下方の領域に、第2支柱及びこの第2支柱に取付けられる第2アンテナ本体部を有する第2アンテナを増設するための方法であって、
前記第1支柱のうちその底部よりも上側の部分が前記塔本体に仮支持される状態で前記底支持部を撤去する第1撤去工程と、
前記底支持部を撤去した後に前記第1支柱の底部に前記第2アンテナの前記第2支柱を連結する連結工程と、
前記塔本体に、前記第1支柱に連結される前記第2支柱のうち前記第2アンテナ本体部が取付けられるアンテナ取付部位よりも下側の部分を支持する最終支持部を設けてこの最終支持部に前記第2支柱を支持させる最終支持工程と、
前記塔本体のうち前記最終支持部よりも上側の部分であって前記アンテナ取付部位の周囲に位置する部分を撤去する第2撤去工程と、
前記第2撤去工程後に前記第2支柱に前記第2アンテナ本体部を取付けるアンテナ取付工程とを含むことを特徴とするアンテナ増設方法。
For an antenna tower comprising a first antenna having a first pillar and a first antenna body attached to the first pillar, and a tower body having a bottom support part that supports at least the bottom of the first pillar, A method for adding a second antenna having a second support column and a second antenna body attached to the second support column in a region below the first antenna,
A first removal step of removing the bottom support portion in a state in which a portion above the bottom portion of the first support column is temporarily supported by the tower body;
A connecting step of connecting the second support of the second antenna to the bottom of the first support after removing the bottom support;
The tower body is provided with a final support part for supporting a part below the antenna mounting part to which the second antenna main body part is attached among the second pillars connected to the first pillar. A final support step of supporting the second support column in
A second removal step of removing a portion of the tower body above the final support portion and located around the antenna mounting portion;
An antenna adding method comprising: an antenna attaching step of attaching the second antenna main body to the second support post after the second removing step.
請求項1記載のアンテナ増設方法において、
前記第1撤去工程の前に、前記第1支柱のうち前記底支持部により支持される部分よりも上側の部分を仮支持する仮支持部を前記塔本体に増設してこの仮支持部に前記第1支柱を仮支持させる仮支持工程を行い、前記第2撤去工程では、前記仮支持部を含む塔本体の部分を撤去することを特徴とするアンテナ増設方法。
In the antenna extension method according to claim 1,
Before the first removal step, a temporary support portion that temporarily supports a portion of the first support column that is above the portion supported by the bottom support portion is added to the tower main body, and the temporary support portion includes the temporary support portion. An antenna extension method comprising performing a temporary support step of temporarily supporting the first support column, and removing a portion of the tower body including the temporary support portion in the second removal step.
請求項2記載のアンテナ増設方法において、
前記仮支持工程は、前記塔本体の頂部に前記仮支持部を含む仮設塔頂部を増設する工程を含むものであり、前記第2撤去工程は前記塔本体のうち前記仮設塔頂部を含む部分を撤去するものであることを特徴とするアンテナ増設方法。
In the antenna expansion method according to claim 2,
The temporary support step includes a step of adding a temporary tower top portion including the temporary support portion to the top portion of the tower body, and the second removal step includes a portion of the tower body including the temporary tower top portion. An antenna expansion method characterized by being removed.
請求項1〜3のいずれかに記載のアンテナ増設方法において、
前記連結工程は、前記塔本体の内側を通して前記第2支柱を上昇させることにより当該第2支柱の上部と前記第1支柱の下部とを上下方向に連結するものであることを特徴とするアンテナ増設方法。
In the antenna extension method in any one of Claims 1-3,
The connecting step is to connect the upper part of the second column and the lower part of the first column in the vertical direction by raising the second column through the inside of the tower body. Method.
請求項4記載のアンテナ増設方法において、
前記第2支柱はその上部に上方に開口する筒状部を有するものであって、前記連結工程は、前記第2支柱を上昇させることによりその筒状部の内側に前記第1支柱の下部を上下方向に嵌入する嵌入工程を含むことを特徴とするアンテナ増設方法。
In the antenna extension method according to claim 4,
The second support column has a cylindrical portion opening upward at an upper portion thereof, and the connecting step raises the second support column so that the lower portion of the first support column is placed inside the cylindrical portion. An antenna expansion method comprising an insertion step of inserting in the vertical direction.
請求項5記載のアンテナ増設方法において、
前記第2支柱の筒状部は、その上端から特定距離だけ離れた位置に設けられて前記第1支柱の下端に当接可能な支柱受部を有し、前記嵌入工程は、前記支柱受部に前記第1支柱の下端が当接するまで当該筒状部の内側に前記第1支柱の下部を嵌入するものであることを特徴とするアンテナ増設方法。
In the antenna extension method according to claim 5,
The cylindrical portion of the second support column has a support column receiving portion that is provided at a specific distance from the upper end of the second support column and can contact the lower end of the first support column. The antenna extension method is characterized in that the lower portion of the first support column is fitted inside the tubular portion until the lower end of the first support column comes into contact.
第1支柱及びこの第1支柱に取付けられる第1アンテナ本体部を有する第1アンテナと、前記第1支柱の少なくとも底部を支持する底支持部を有する塔本体とを具備するアンテナ塔に対し、前記第1アンテナの下方の領域に増設される増設用アンテナであって、
前記第1支柱の下部に連結される第2支柱と、
この第2支柱に取付けられる第2アンテナ本体部とを備え、
前記第2支柱は、上方に開口して内側に前記第1支柱の下部が嵌入可能な筒状部を上部に有し、この筒状部には、その上端から特定距離だけ離れた位置で前記第1支柱の下端に当接可能な支柱受部が設けられていることを特徴とする増設用アンテナ。
For an antenna tower comprising a first antenna having a first pillar and a first antenna body attached to the first pillar, and a tower body having a bottom support part that supports at least the bottom of the first pillar, An additional antenna to be added to the area below the first antenna,
A second support coupled to the lower portion of the first support;
A second antenna body attached to the second support column,
The second support column has a cylindrical portion that opens upward and into which the lower portion of the first support column can be fitted, and the cylindrical portion is located at a position away from the upper end by a specific distance. An extension antenna, characterized in that a support post that can contact the lower end of the first support is provided.
請求項7記載の増設用アンテナにおいて、
前記第2支柱の筒状部の上端部には、この筒状部内に嵌入される前記第1支柱の垂直度を調節するための垂直度調節機構が設けられていることを特徴とする増設用アンテナ。
The additional antenna according to claim 7,
The upper end of the cylindrical portion of the second column is provided with a verticality adjusting mechanism for adjusting the verticality of the first column inserted into the cylindrical portion. antenna.
JP2006089151A 2006-03-28 2006-03-28 Antenna extension method and extension antenna Active JP4646844B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004332347A (en) * 2003-05-07 2004-11-25 Furukawa Electric Co Ltd:The Antenna extension method to existing antenna steel tower and antenna steel tower formed by this antenna extension method
JP2006140939A (en) * 2004-11-15 2006-06-01 Yagi Antenna Co Ltd Method for installing antenna

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004332347A (en) * 2003-05-07 2004-11-25 Furukawa Electric Co Ltd:The Antenna extension method to existing antenna steel tower and antenna steel tower formed by this antenna extension method
JP2006140939A (en) * 2004-11-15 2006-06-01 Yagi Antenna Co Ltd Method for installing antenna

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