JPS6213474B2 - - Google Patents

Info

Publication number
JPS6213474B2
JPS6213474B2 JP56037209A JP3720981A JPS6213474B2 JP S6213474 B2 JPS6213474 B2 JP S6213474B2 JP 56037209 A JP56037209 A JP 56037209A JP 3720981 A JP3720981 A JP 3720981A JP S6213474 B2 JPS6213474 B2 JP S6213474B2
Authority
JP
Japan
Prior art keywords
tower
unit
pole
pedestal
stacked
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.)
Expired
Application number
JP56037209A
Other languages
Japanese (ja)
Other versions
JPS57151768A (en
Inventor
Kazuo Hirafuji
Fumiaki Ogata
Tomoyuki Takehara
Masaaki Mikuni
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.)
Fujitsu Ltd
Original Assignee
Fujitsu Ltd
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 Fujitsu Ltd filed Critical Fujitsu Ltd
Priority to JP3720981A priority Critical patent/JPS57151768A/en
Publication of JPS57151768A publication Critical patent/JPS57151768A/en
Publication of JPS6213474B2 publication Critical patent/JPS6213474B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は無線通信回線に使用されるアンテナ取
付用のタワーに関し、特に積上げ式タワーの建設
方法及びそのタワーに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tower for mounting an antenna used in a wireless communication line, and more particularly to a method for constructing a stacked tower and the tower.

一般に、無線通信回線例えばマイクロウエーブ
通信回線用としてパラボラアンテナを取付けたタ
ワーが常設されている。しかし、台風などの災害
を被りタワーが倒れたりあるいは通信装置の故障
などの障害により通信回線が不通になり、しかも
早急に修復不可能な場合がある。このような場合
は、できるだけ迅速に臨時のパラボラアンテナ取
付タワーを一時的に建設してとりあえず通信回線
を復旧し上記常設のタワーが修復されるまで使用
するのが通常である。従つて、このような臨時タ
ワーの建設は緊急を要するので特にできるだけ短
時間で建設できかつ安全性の高い建設方法が採ら
れるべきであり、さらに建設費が安価であること
が望ましい。それゆえ、このようなタワーの建設
は簡便にトラツク等で搬送可能なタワーの塔体構
成部材を現地に迅速に運搬して現地で積上げ結合
して建設する方法が採られる場合がある。
Generally, a tower equipped with a parabolic antenna is permanently installed for a wireless communication line, such as a microwave communication line. However, there are cases where the communication line is cut off due to a disaster such as a typhoon and a tower collapses, or due to a failure such as a failure of communication equipment, and it may not be possible to repair it immediately. In such cases, it is normal to temporarily construct a temporary parabolic antenna mounting tower as quickly as possible to restore communication lines and use it until the permanent tower is repaired. Therefore, since the construction of such a temporary tower is urgent, a construction method that can be constructed in the shortest possible time and is highly safe should be adopted, and it is also desirable that the construction cost be low. Therefore, in the construction of such a tower, there are cases in which a method is adopted in which the constituent members of the tower body, which can be easily transported by a truck or the like, are quickly transported to the site and then stacked and combined at the site.

従来この種のタワー建設方法としては、第6図
に示すような方法が採られてきた。すなわち、図
示の如く建設用ボール治具35を特別に作製して
塔体構成部材33c上部側面に取付けて滑車36
とロープ37を介して次に積上げるべき塔体構成
部材33dを単に吊り上げて建設する方法であ
る。しかしながら、この建設方法は好ましいもの
でなく主として次のような問題点がある。まず第
1に建設用ボール治具35を特別に作製する必要
があり、また塔体構成部材の積上過程において次
に吊り上げるべき塔体構成部材のためにポール治
具35をその都度すでに積上げられた塔体構成部
材の最上部に移転して取り付ける必要がある。す
なわち、第6図において、例えば、第3の塔体構
成部材33cを吊り上げたときは建設用ポール治
具35は第2の塔体構成部材33bに固定されて
いたものであり、そして第3の塔体構成部材33
cの積上げ結合が完了してから今度はこの第3の
塔体構成部材33cに図示の如く移転して固定さ
れている。このようにこの建設用ポール治具35
は吊り上げるべき各塔体構成部材毎に吊り上げ準
備として取外し、移転し、再度取付けをその都度
行わなければならず非常に手間がかかる。また、
タワー完成後は不要となるので取外す必要があり
無駄が大きい。第2の問題としては、塔体構成部
材吊り上げ途中においては、単に吊り上げるだけ
で塔体構成部材の動揺を規制する手段がなく空中
に浮遊状態で吊り上げられるので非常に不安定で
あつて作業の安全性の点においてもきわめて好ま
しくなく特に風のあるときは大きな危険性を伴
う。
Conventionally, as a method of constructing this type of tower, a method as shown in FIG. 6 has been adopted. That is, as shown in the figure, a construction ball jig 35 is specially manufactured and attached to the upper side surface of the tower component 33c, and the pulley 36
This is a construction method in which the tower component 33d to be stacked next is simply lifted up via the rope 37. However, this construction method is not preferable and has the following problems. First of all, it is necessary to specially manufacture the construction ball jig 35, and in the process of stacking the tower body components, the pole jig 35 is already stacked each time for the tower body component to be lifted next. It is necessary to relocate and install it to the top of the tower body component. That is, in FIG. 6, for example, when the third tower component 33c is lifted, the construction pole jig 35 is fixed to the second tower component 33b, and the third tower component 33c is lifted up. Tower body component 33
After the stacking and joining of the parts 33c and 33c is completed, the parts 33c and 33c are moved and fixed to the third tower component 33c as shown in the figure. In this way, this construction pole jig 35
In preparation for lifting, each tower component must be removed, relocated, and reinstalled each time, which is very time-consuming. Also,
After the tower is completed, it will no longer be needed, so it will need to be removed, which is a big waste. The second problem is that during the process of lifting the tower components, there is no means to control the movement of the tower components, and the tower components are suspended in the air, making the work extremely unstable and unsafe. It is also extremely undesirable from a physical standpoint, and can be very dangerous, especially when there is wind.

依つて、本発明の目的はこのような欠点を改良
し、従来技術における建設用ポール治具を必要と
せず、タワー用のポール付架台を建設用治具とし
て巧みに供用して利用することにより従来の無駄
を省き作業性がきわめて向上されかつ安全性の高
い積上式タワーの建設方法及びそのタワーを提供
することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to improve such drawbacks and to eliminate the need for construction pole jigs in the prior art, by skillfully utilizing a pole-equipped pedestal for a tower as a construction jig. To provide a method for constructing a stacking tower that eliminates conventional waste, greatly improves workability, and has high safety, and the tower.

この目的は本発明によると建設すべきタワーの
塔体構成部材をユニツト化し、各塔体ユニツトを
その一側面長手方向にガイドレールを有する枠組
により形成し、該ガイドレールと摺動嵌合可能な
状態で建設すべきタワー用のポール付架台を塔体
ユニツトに取付けてタワー建設用ポール治具とし
て供用して利用し最後にこれをアンテナ取付用ポ
ールとして最上部の塔体ユニツト上方側面に固定
することにより達成される。
According to the present invention, the tower body constituent members of the tower to be constructed are made into units, each tower body unit is formed by a framework having a guide rail in the longitudinal direction on one side thereof, and the tower body unit is formed by a framework having a guide rail in the longitudinal direction on one side thereof, and is capable of slidingly fitting with the guide rail. Attach a pedestal with poles for the tower to be constructed to the tower unit and use it as a pole jig for tower construction, and finally fix it to the upper side of the top tower unit as an antenna mounting pole. This is achieved by

次に本発明を添付図面に示した実施例にもとづ
いて詳細に説明する。
Next, the present invention will be described in detail based on embodiments shown in the accompanying drawings.

第1図及至第5図は本発明の実施例を示した図
である。第1図は横断面が三角形に枠組形成され
ユニツト化された塔体ユニツト1の斜視図であ
り、該塔体ユニツト1は、両端面に固着されたフ
ランジ1bを有する隅支柱1aと、該支柱1aを
相互に固定する端部水平部材1cと、隅支柱1a
相互間にのこ歯状に固着された斜部材1dと、隅
支柱1aの上部外側に固着されたタワー支線取付
用フツク1eとからなり、さらに一側面長手方向
に延在し断面Z字状の一対のガイドレール1fが
その端縁を互に対向させ平行状態で取付けられて
いる。フランジ1bはボルト穴1gが設けられこ
れと同様に形成された隣接する塔体ユニツトのフ
ランジと重ね合せて上記ボルト穴を介して塔体ユ
ニツト相互をボルト結合するために使用される。
1 to 5 are diagrams showing embodiments of the present invention. FIG. 1 is a perspective view of a tower unit 1 having a triangular cross section and formed into a unit. An end horizontal member 1c that fixes 1a to each other and a corner support 1a
It consists of a diagonal member 1d fixed in a sawtooth shape between them, and a tower branch line attachment hook 1e fixed to the outside of the upper part of the corner support 1a, and further extends in the longitudinal direction on one side and has a Z-shaped cross section. A pair of guide rails 1f are attached in parallel with their edges facing each other. The flange 1b is provided with a bolt hole 1g and is used for overlapping a similarly formed flange of an adjacent tower unit to bolt the tower units together through the bolt hole.

第2図はタワーのポール付架台3の斜視図であ
り、積上げ完了した塔体ユニツトの最上部に固定
されポール3aにアンテナ例えばパラボラアンテ
ナ(第5図参照)が取付けられるものである。こ
のポール付架台3は図示の如く六面体に枠組され
た架台3bと、該架台上面略中央部に直立固設さ
れたポール3aとからなり、さらに架台3bの一
側面にポール3aの長手方向と平行状態で断面が
コ字状の一対の嵌合部材3cが溝部3′cを外側
に向けて互に平行に取り付けられている。この嵌
合部材3cは第3図に示すように塔体ユニツト1
のガイドレール1fと摺動可能に嵌合するように
形成されさらにボルト穴3″cが設けられてい
る。また、嵌合部材3c相互間の架台3bの側面
にロープ取付用のフツク3d(第3図参照)が取
付けられている。尚、架台3bの上面(ポール3
a直立面)は図面簡略化のため図示されてないが
作業者の足場にもなるので実際には網目板等適宜
な部材が取付けてある。
FIG. 2 is a perspective view of the pole-attached pedestal 3 of the tower, which is fixed to the top of the stacked tower unit and an antenna, such as a parabolic antenna (see FIG. 5), is attached to the pole 3a. As shown in the figure, this pole-equipped pedestal 3 consists of a pedestal 3b framed in a hexahedral shape, and a pole 3a fixed upright at approximately the center of the top surface of the pedestal, and is further mounted on one side of the pedestal 3b parallel to the longitudinal direction of the pole 3a. In this state, a pair of fitting members 3c having a U-shaped cross section are attached parallel to each other with the groove portions 3'c facing outward. This fitting member 3c is connected to the tower unit 1 as shown in FIG.
The guide rail 1f is formed to slidably fit into the guide rail 1f, and is further provided with a bolt hole 3''c.Furthermore, a rope attachment hook 3d (first (See Figure 3) is attached to the top surface of the pedestal 3b (see Figure 3).
Although the upright surface (a) is not shown to simplify the drawing, it also serves as a foothold for workers, so appropriate members such as mesh plates are actually attached to it.

第3図は上記塔体ユニツト1とポール付架台3
とをそれぞれのガイドレール1fと嵌合部材3c
を介して互に摺動可能に組合せた状態を示す上面
図である。図においては、塔体ユニツト1の上方
に滑車5a,5b、例えば、吊環付単式滑車を簡
便に脱着可能な通常用いる適宜な取付具(例え
ば、ワイヤ等)で端部水平部材1cに取付けるこ
とができる。滑車5a,5bに掛合されたロープ
7の一端部がフツク3dに結合され、他端部は下
方(地上方向)に導かれている。このロープ7を
介してポール付架台3が昇降するように構成され
ている。
Figure 3 shows the tower unit 1 and the pedestal with poles 3.
and the respective guide rails 1f and fitting members 3c.
FIG. 3 is a top view showing a state in which the parts are slidably combined with each other via the parts. In the figure, above the tower unit 1, pulleys 5a and 5b, for example, a single pulley with a suspension ring, can be attached to the end horizontal member 1c using a commonly used appropriate attachment (for example, wire, etc.) that can be easily attached and detached. can. One end of the rope 7 hooked to the pulleys 5a and 5b is connected to the hook 3d, and the other end is led downward (toward the ground). The pole-equipped pedestal 3 is configured to move up and down via this rope 7.

次にタワーの積上げ建設方法を第4図に基づい
て説明する。第4図イにおいて、ポール付架台3
を組合せた最下部塔体ユニツト1′を基板(可搬
性基礎部材)9上に直立状に固定し、その上に第
2番目の塔体ユニツト1″を積上げ(この場合は
塔体ユニツトの長さが比較的短いので人力で積上
げ可能)、フランジ1b(第1図参照)を介して
ボルト結合し、次いでタワー支線11を第2塔体
ユニツト上部の支線取付用フツク1e(第1図参
照)から三方に緊張して張りその端部を適宜な部
材を介して地上に固定する。次に滑車5a,5b
を第3図で説明したように第2塔体ユニツト1″
の上部に取付け、続いて予めポール付架台3に結
合してあるロープ7を滑車5a,5bに掛合して
その端部を地上に導く。次に、第3番目の塔体ユ
ニツト1を矢印Aの方向からポール3aに近接
させ上記塔体ユニツト1のガイドレール1fの
相互間にポール3aが挾まれるような状態にして
架台3b上に載置する。続いて、ポール3aに塔
体ユニツト1のガイドレール1f、水平部材1
c又は斜部材1dを上下2ケ所で適宜な取付具、
例えば強力なワイヤあるいはU字ボルトのような
簡便な取付具で回動可能状態に仮結合する。次
に、ロープ7の端部7aを地上方向に牽引して塔
体ユニツト1を乗せたポール付架台3がガイド
レール1fに沿つて吊り上げられる。このロープ
7の牽引方法は吊り上げ塔体ユニツトの重量に応
じて人力によるかあるいは最下部塔体ユニツトの
下部に例えば手動又は動力ウインチ(図示なし)
などを装置してこれらのウインチ(図示なし)で
行つもよい。このガイドレール1fによつてポー
ル付架台3は上下方向以外の動揺が完全に規制さ
れるので塔体ユニツト1を強風時においてもき
わめて安全かつ迅速に吊し上げることができる。
第4図ロにおいて、第3塔体ユニツト1の下面
が第2塔体ユニツト1″上面位置まで引き上げら
れたらロープ7の端部7aを固定することにより
ポール付架台3を固定し、上記第3塔体ユニツト
1を矢印Bの方向(逆方向にても可)にポール
3aを中心にして180゜転回し、ポール3aと第
3塔体ユニツトの仮結合部材6を適宜にゆるめな
がら第2塔体ユニツト1″上に相互のフランジ1
bが整合一致するように積上げ該フランジ1bの
ボルト穴1g(第1図参照)を介してボルト結合
する。その後ポール付架台3を基板9上に下降さ
せてから滑車5a,5bを第4図ハに示すように
第3塔体ユニツト1の上部に移転させる。この
滑車5a,5bの移転取付作業は、前述の第3図
で説明したように滑車5a,5bを簡便に着脱で
きるので、前記従来技術における建設用ポール治
具(第6図、35)の移転取付作業と比べて非常
に短時間かつ簡便に行うことができる。続いて、
第4番目から最後の塔体ユニツトまで上記と同様
の工程をくり返して逐次積上げ結合し、最後にポ
ール付架台3を吊り上げ最上部の塔体ユニツトの
頂部側面にボルト穴3″c(第2図)を介してボ
ルト結合して固定し、積上げ式タワーの建設が完
了する。以上のような積上げ式タワーの建設方法
を用いた結果第5図に示すように、積み上げられ
た各塔体ユニツト1の一側面に長手方向に一線状
をなす一対のガイドレール1fが形成され、該ガ
イドレール1fに摺動可能に嵌合されたポール付
架台3が最上部塔体ユニツト1の頂部側面に固定
された積上げ式タワーが形成される。また、本発
明による積上げ式タワーの建設方法及びそのタワ
ーは分解時においても建設時と同様に有用性があ
り、作業性をきわめて向上し迅速かつ安全に建設
作業ができ製造コストの低減にも寄与するもので
ある。
Next, the stacking construction method of the tower will be explained based on FIG. In Fig. 4 A, the pedestal with pole 3
The lowermost tower unit 1', which is a combination of (as they are relatively short, they can be stacked manually) and bolted together via flanges 1b (see Figure 1), and then the tower branch line 11 is attached to the branch line attachment hook 1e (see Figure 1) at the top of the second tower unit. The ends of the pulleys 5a and 5b are fixed to the ground via appropriate members.
As explained in Fig. 3, the second column unit 1''
Then, the rope 7, which has been previously connected to the pole-equipped pedestal 3, is engaged with the pulleys 5a and 5b, and its ends are guided to the ground. Next, the third tower unit 1 is brought close to the pole 3a from the direction of arrow A, and placed on the pedestal 3b with the pole 3a sandwiched between the guide rails 1f of the tower unit 1. Place it. Next, the guide rail 1f of the tower unit 1 and the horizontal member 1 are attached to the pole 3a.
c or diagonal member 1d at two locations, upper and lower, with appropriate mounting tools,
For example, a strong wire or a simple fixture such as a U-bolt is used to temporarily connect the parts in a rotatable manner. Next, the end 7a of the rope 7 is pulled toward the ground, and the pole-equipped pedestal 3 on which the tower unit 1 is mounted is lifted along the guide rail 1f. Depending on the weight of the lifting tower unit, the rope 7 may be pulled manually or by a manual or power winch (not shown) installed at the bottom of the lowermost tower unit.
These winches (not shown) may also be used. This guide rail 1f completely restricts the movement of the pole-equipped pedestal 3 in directions other than the vertical direction, so that the tower unit 1 can be lifted up extremely safely and quickly even in strong winds.
In FIG. 4B, when the lower surface of the third tower unit 1 has been pulled up to the upper surface position of the second tower unit 1'', the end 7a of the rope 7 is fixed to fix the pole-equipped pedestal 3, and Turn the tower unit 1 180° in the direction of arrow B (the opposite direction is also possible), and connect the second tower while loosening the temporary connecting member 6 between the pole 3a and the third tower unit as appropriate. Mutual flanges 1 on body unit 1''
b are stacked so that they match, and are bolted together through the bolt holes 1g (see FIG. 1) of the flange 1b. Thereafter, the pole-equipped frame 3 is lowered onto the base plate 9, and then the pulleys 5a and 5b are moved to the upper part of the third tower unit 1 as shown in FIG. 4C. This work of relocating and attaching the pulleys 5a and 5b can be done by easily attaching and detaching the pulleys 5a and 5b as explained in FIG. Compared to the installation work, it can be done in a very short time and easily. continue,
The same process as above is repeated from the fourth to the last tower unit to sequentially stack and connect them.Finally, the pole-equipped pedestal 3 is lifted and the bolt hole 3''c (Fig. 2) is inserted into the top side of the top tower unit. ) to complete the construction of the stacking tower.As shown in Figure 5, as a result of using the above stacking tower construction method, each stacked tower unit 1 A pair of guide rails 1f that are linear in the longitudinal direction are formed on one side, and a pole-equipped frame 3 that is slidably fitted to the guide rails 1f is fixed to the top side of the uppermost tower unit 1. Furthermore, the method of constructing a stacking tower according to the present invention and its tower are as useful during disassembly as during construction, and the workability is greatly improved and construction work can be carried out quickly and safely. This also contributes to reducing manufacturing costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は塔体ユニツトの斜視図、第2図はポー
ル付架台の斜視図、第3図は第1図と第2図の塔
体ユニツトとポール付架台を組合せた状態を示す
上面図、第4図イ〜ハは積上げ式タワーの建設方
法の説明図、第5図は積上げ式タワーの完成図、
第6図は従来の積上げ式建設タワーの建設方法説
明図である。 1,1′,1″,1……塔体ユニツト、1b…
…フランジ、1f……ガイドレール、3……ポー
ル付架台、3a……ポール、3b……架台、3c
……嵌合部材、5a,5b……滑車、6……仮結
合部材、7……ロープ、9……基板、11……タ
ワー支線。
Fig. 1 is a perspective view of the tower unit, Fig. 2 is a perspective view of the pedestal with poles, and Fig. 3 is a top view showing the combination of the tower unit and pedestal with poles in Figs. 1 and 2. Figure 4 A to C are explanatory diagrams of the construction method of the stacking tower, Figure 5 is a completed diagram of the stacking tower,
FIG. 6 is an explanatory diagram of a conventional method of constructing a stacked construction tower. 1, 1', 1'', 1... tower unit, 1b...
...Flange, 1f... Guide rail, 3... Frame with pole, 3a... Pole, 3b... Frame, 3c
... Fitting member, 5a, 5b ... Pulley, 6 ... Temporary connection member, 7 ... Rope, 9 ... Board, 11 ... Tower branch line.

Claims (1)

【特許請求の範囲】 1 塔体ユニツトを逐次積上げ結合して建設する
積上げ式タワーの建設方法において、各塔体ユニ
ツトをその一側面長手方向にガイドレールを有す
る枠組により形成し、構築すべき最下部の塔体ユ
ニツトを可搬性基礎部材上に直立状に固定し、上
記ガイドレールと摺動嵌合可能な状態でポール付
架台を上記最下部塔体ユニツトに取り付け、該塔
体ユニツト上方に積上げ結合すべき第2番目の塔
体ユニツトをポールに回動可能に仮結合してポー
ル付架台上に載置し、上記第2番目の塔体ユニツ
トを乗せたポール付架台を任意の扛重手段により
最下部塔体ユニツトの上方位置に吊り上げて、上
記第2番目の塔体ユニツトをポールを中心として
180゜転回して上記最下部塔体ユニツト上に整合
一致させてこれらを結合して第2番目の塔体ユニ
ツトを積上げ建設し、続いて第3塔体ユニツトか
ら最上部塔体ユニツトを同様の工程を繰返して逐
次積上げ、最後に最上部塔体ユニツトにポール付
架台を固定化するようにしたことを特徴とする積
上げ式タワーの建設方法。 2 複数個の塔体ユニツト1を順次積上げて成る
積上げ式タワーであつて、 前記積上げられた各塔体ユニツト1一側面に長
手方向に一線状をなす一対のガイドレール1fが
形成され、 前記ガイドレール1fに摺動可能に嵌合された
ポール付架台3が最上部塔体ユニツト1の頂部側
面に固定され、 前記各塔体ユニツト1は、該ユニツト1を構成
する複数本の各隅支柱1aの端面にボルト穴1g
を有するフランジ1bがそれぞれ固設され、かつ
該フランジ1bを介して互にボルト結合され、 前記各塔体ユニツト1の各ガイドレール1fは
断面z字状に形成され、その側縁が互に対向して
平行状に配置され、 前記ポール付架台3は、その一側面に、断面が
コ字状に形成され、前記一対のガイドレール1f
の側縁と嵌合すべき溝部3′cを有する一対の嵌
合部材3cが設けられていることを特徴とする積
上げ式タワー。
[Scope of Claims] 1. In a method of constructing a stacked tower in which tower units are successively stacked and connected, each tower unit is formed by a framework having a guide rail in the longitudinal direction on one side, and the maximum to be constructed is The lower tower unit is fixed upright on a portable foundation member, and a pole-equipped pedestal is attached to the lowermost tower unit so that it can be slidably fitted to the guide rail, and the tower units are stacked above the tower unit. The second tower unit to be connected is temporarily connected rotatably to a pole and placed on a pole-equipped pedestal, and the pole-equipped pedestal on which the second tower unit is mounted is lifted by any lifting means. Lift it above the bottom tower unit and lift the second tower unit above with the pole as the center.
Turn it 180 degrees and align it on top of the bottom column unit and join them to build the second column unit, and then build the top column unit from the third column unit in the same way. A method for constructing a stacked tower, characterized by repeating the process and stacking them one by one, and finally fixing a pedestal with poles to the top tower unit. 2. A stacking type tower formed by sequentially stacking a plurality of tower units 1, wherein a pair of guide rails 1f forming a straight line in the longitudinal direction are formed on one side of each of the stacked tower units 1, and the guide rails 1f are formed in a straight line in the longitudinal direction. A pedestal with poles 3 slidably fitted to the rail 1f is fixed to the top side surface of the uppermost tower unit 1, and each of the tower units 1 has a plurality of corner supports 1a constituting the unit 1. 1g bolt hole on the end face of
flanges 1b each having a diameter are fixedly installed and are bolted to each other via the flanges 1b, and each guide rail 1f of each tower unit 1 is formed in a Z-shaped cross section, with side edges facing each other. The pole-equipped frame 3 has a U-shaped cross section on one side thereof, and the pair of guide rails 1f
A stacking type tower characterized in that a pair of fitting members 3c are provided, each having a groove portion 3'c to be fitted with a side edge of the tower.
JP3720981A 1981-03-17 1981-03-17 Building method of stack-up type tower Granted JPS57151768A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3720981A JPS57151768A (en) 1981-03-17 1981-03-17 Building method of stack-up type tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3720981A JPS57151768A (en) 1981-03-17 1981-03-17 Building method of stack-up type tower

Publications (2)

Publication Number Publication Date
JPS57151768A JPS57151768A (en) 1982-09-18
JPS6213474B2 true JPS6213474B2 (en) 1987-03-26

Family

ID=12491197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3720981A Granted JPS57151768A (en) 1981-03-17 1981-03-17 Building method of stack-up type tower

Country Status (1)

Country Link
JP (1) JPS57151768A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62194890A (en) * 1986-02-22 1987-08-27 蛇の目ミシン工業株式会社 Display control system of computer embroidering machine
JPS63197489A (en) * 1987-02-13 1988-08-16 蛇の目ミシン工業株式会社 Computer name embroidering machine

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2758014C2 (en) * 2017-04-26 2021-10-25 Маммут Инжиниринг Б.В. Crane, method for assembling crane and method for disassembling crane
CN112533859B (en) * 2018-07-24 2023-10-10 玛姆特控股公司 Crane, method for assembling a crane and method for disassembling a crane
JP7058892B1 (en) * 2020-10-16 2022-04-25 株式会社アイ・ティ・シ・コンサルティング Steel structure constructed around the existing columnar body and its construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4515135Y1 (en) * 1966-04-28 1970-06-25

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4515135Y1 (en) * 1966-04-28 1970-06-25

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62194890A (en) * 1986-02-22 1987-08-27 蛇の目ミシン工業株式会社 Display control system of computer embroidering machine
JPS63197489A (en) * 1987-02-13 1988-08-16 蛇の目ミシン工業株式会社 Computer name embroidering machine

Also Published As

Publication number Publication date
JPS57151768A (en) 1982-09-18

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