JPS58162495A - Method of connecting mast in lower extending type climbing crane - Google Patents

Method of connecting mast in lower extending type climbing crane

Info

Publication number
JPS58162495A
JPS58162495A JP4427482A JP4427482A JPS58162495A JP S58162495 A JPS58162495 A JP S58162495A JP 4427482 A JP4427482 A JP 4427482A JP 4427482 A JP4427482 A JP 4427482A JP S58162495 A JPS58162495 A JP S58162495A
Authority
JP
Japan
Prior art keywords
mast
crane
climbing
pin
hole
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.)
Granted
Application number
JP4427482A
Other languages
Japanese (ja)
Other versions
JPS6228078B2 (en
Inventor
古村 紀夫
鹿島 淳彦
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP4427482A priority Critical patent/JPS58162495A/en
Publication of JPS58162495A publication Critical patent/JPS58162495A/en
Publication of JPS6228078B2 publication Critical patent/JPS6228078B2/ja
Granted legal-status Critical Current

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  • Jib Cranes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、最下部のマストの下がわに継ぎ足しマスト
を連結する下がわ継ぎ足し式クライミングクレーンにお
けるマストの連結方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for connecting a mast in a bottom-addition type climbing crane that connects a bottom-additional mast to the bottom of the lowest mast.

つぎに、従来の鉄塔建造用クライミングクレーンの一例
′に謳imlないし躯6図により説明する。
Next, an example of a conventional climbing crane for constructing steel towers will be explained using IML or 6 diagrams.

架台Cベース】5にはクレーンマスト(以下マストとい
う)10の下端部が設置されているとともに、左右のベ
ースマスト(昇降装置支持用マスト)9が設置されてお
り、ベースマスト9は架台5、ベースマスト9の上部と
鉄塔主柱1との間Iこそれぞれ張り渡した水平地文@4
、耕地支線3により支えられている。マスト10の中間
部は、鉄塔の中央部に上下に間隔をおいて支線により支
持させたマストガイド2#こより支持されている0第2
図番C示すようlC・、マス)10f(は鉄塔の建造に
ともなって鉄塔に支持させる複数のマストガイ′ド2が
取付けられている。
The lower end of a crane mast (hereinafter referred to as "mast") 10 is installed on the mount C base] 5, and left and right base masts (masts for supporting lifting equipment) 9 are installed. Horizontal pattern extending between the top of the base mast 9 and the main pillar 1 of the steel tower @ 4
, supported by cultivated field branch line 3. The middle part of the mast 10 is supported by mast guides 2#, which are supported by branch lines at vertical intervals in the center of the steel tower.
As shown in figure C, a plurality of mast guides 2 are installed to support the steel tower as the steel tower is constructed.

左右のベースマスト9に対して昇降させる昇降フレーム
6には、架台5上に設置したクライミングウィンチ7か
らくり出させたクライミングo −ブ8が連結されてい
る。第6図に示すように、クライミングロープ8の途中
は、ベースマスト9の上部のフレームに設置したシーブ
群24ムおよび昇降7レーム6に取付けたシーブ群24
8に掛けわたされており、端末部はベースマスト9の上
1Bのフレームに固定されている。
A climbing o-beam 8 extended from a climbing winch 7 installed on a pedestal 5 is connected to an elevating frame 6 that is moved up and down relative to the left and right base masts 9. As shown in FIG. 6, in the middle of the climbing rope 8, there are a sheave group 24 installed on the upper frame of the base mast 9 and a sheave group 24 installed on the elevating 7 frame 6.
8, and the terminal portion is fixed to the upper frame 1B of the base mast 9.

第2図に示すように、マストlOの上部には下フレーム
11−中フレーム12、上フレーム13が設けられてあ
り、上フレーム13には巻上ウィンチ14および俯仰ウ
ィンチ15が設置されており、人フレーム16が固定さ
れているとともに、ジブ17が起伏で麦るように取付け
ちれている。
As shown in FIG. 2, a lower frame 11, a middle frame 12, and an upper frame 13 are provided at the upper part of the mast IO, and a hoisting winch 14 and an elevating winch 15 are installed on the upper frame 13. The human frame 16 is fixed, and the jib 17 is attached so as to be undulating.

巻上ウィンチ14からくり出させた巻上ロープ19はジ
ブ17の先端のシーブから垂下させられ、その末端には
フック18が取付けられている。俯仰ウィンチ15から
くり出させた俯仰ロープ20はジブ17の先端部に連結
されている。
A hoisting rope 19 let out from the hoisting winch 14 is suspended from a sheave at the tip of the jib 17, and a hook 18 is attached to the end of the hoisting rope 19. An elevating rope 20 extended from the elevating winch 15 is connected to the tip of the jib 17.

鉄塔の建造の進行にともない下記のようにしてクレーン
のクライミングを行う。まず、ジブ17を直立状jiI
に起し、クライミング姿勢にする。ついで、昇降フレー
ム6とマストlOとをかんぬきピン22(第4図参照)
でたがいに結合させ、クライミングウィンチ7を巻上げ
方向に作動させてマスト10を菖3図に示すように上昇
させる。その後、あらかじめキャリヤ(台車)21上に
設置した継ぎ足しマストIOAを、上昇させたマストl
Oの直下に移動して定置させる。そして、クライミング
ウィンチ7に一巻下げ方向に回転して昇降フレーム6を
下降させ、継ぎ足しマス)IOAの上端部をマスト10
の下端部に連結ピン23で連結する・すなわち、マス)
10の下端部の角穴lOaに継ぎ足しマス)IOAの上
端の嵌合突出部tl−嵌合させ、両嵌合部を連結ピン2
3で連結する。この状態で、昇降フレーム6t−僅か上
昇させ、キャリヤ21を継ぎ足しマストIOAの下端か
らはずして元の位置に戻す。そして、かんぬ嚢ビン22
をはずし、昇降フレーム6t−降下させ、これを架台5
上に設置する。これでクライミング作業が完了する。
As the construction of the steel tower progresses, the crane will be climbed in the following manner. First, set the jib 17 in an upright position.
Stand up and get into a climbing position. Next, connect the lifting frame 6 and the mast lO with the bolt pin 22 (see Fig. 4).
The climbing winch 7 is operated in the hoisting direction to raise the mast 10 as shown in Fig. 3. After that, the additional mast IOA, which had been installed in advance on the carrier (truck) 21, was raised to the mast l.
Move it directly under O and set it in place. Then, the climbing winch 7 rotates in the lowering direction to lower the lifting frame 6, and connects the upper end of the IOA to the mast 10.
(i.e., mass) with a connecting pin 23 to the lower end of the
Fit the fitting protrusion tl on the top end of IOA into the square hole lOa at the bottom end of 10, and connect both fitting parts with the connecting pin 2.
Connect with 3. In this state, the elevating frame 6t is slightly raised, the carrier 21 is added, removed from the lower end of the mast IOA, and returned to its original position. And cannusac bottle 22
, lower the elevating frame 6t, and attach it to the frame 5.
Place it on top. The climbing work is now complete.

さて、一般的に50t、m@[のクライミングクレーン
轟こおけるマスト単体は、重量がIt−1,5を位あり
、これをキャリヤに乗せて連結位置まで押し込むことは
かなりの重労働となり、その作業には2.3人の人力を
要する。また、高所でマストの連結ピンの層説を行わな
ければならない。かつ、マストの重量に耐えるキャリヤ
を装備しなければならず、原価および運搬経費が高くな
る。ちなみに、鉄塔−運用のクライミングクレーンは山
岳地での稼動が多く、その部材の運送は主として索道あ
るいはヘリコプタ−によるため、工事総経費に対して占
める運搬経費の割合いが大きい。さらに、継ぎ足し用マ
ストをキャリヤに乗せる際、マストをいったん立てた状
態にし、その上部に玉掛けをする必要がある。したがっ
て、作業能率および安全性が良くない。
Generally speaking, a single mast that can be placed on a 50t, m@ climbing crane weighs approximately It-1.5, and putting it on a carrier and pushing it to the connecting position is quite a heavy labor. It requires 2.3 manpower. Also, the mast connecting pin must be layered at high altitudes. In addition, a carrier must be provided that can withstand the weight of the mast, which increases the cost and transportation costs. Incidentally, climbing cranes that operate on steel towers are often operated in mountainous areas, and their parts are mainly transported by cableway or helicopter, so transportation costs account for a large proportion of the total construction cost. Furthermore, when placing the replenishing mast on the carrier, it is necessary to first put the mast in an upright position and then attach a sling to the top of the mast. Therefore, work efficiency and safety are poor.

この弛明は、継ぎ足しマストの連結を容易、かつ、安全
に行うことができる方法を提供することを目的とするも
のである。
The purpose of this relaxation is to provide a method for easily and safely connecting additional masts.

以下、この発明の一実施態様を#!7図ないし第12図
により説明する。それらの図において、第1図ないしI
N6図と同じ符号をつけたものは、同じもの、もしくは
相当するものを表わす。
One embodiment of this invention is described below! This will be explained with reference to FIGS. 7 to 12. In those figures, Figures 1 to I
Items with the same reference numerals as those in Figure N6 represent the same or equivalent items.

第1θ図に示すように、継ぎ足しマス)IOAの上端部
には、ピン穴25aを設けたリンク状の連結用挿入突出
@2Sが2本の固定ピン26により取付けられて―峰、
マスト1,0の下端部には、連結用挿入突出@2%を挿
入させる半割れ挿入用穴部(負穴部)27が形成されて
おり、半割れ溝27畠を設けてない側壁部にはピン穴2
5aを合致させるピン穴27bが設けられている。半割
れ溝27mは連結用央出部z5を直下からも側方からも
挿入できるようになっている。
As shown in Fig. 1θ, a link-shaped connecting insertion protrusion @2S with a pin hole 25a is attached to the upper end of the IOA by two fixing pins 26.
At the lower end of the masts 1 and 0, a half-split insertion hole (negative hole) 27 is formed into which a coupling insertion protrusion @2% is inserted, and a half-split groove 27 is formed in the side wall portion where no groove is provided. is pin hole 2
A pin hole 27b is provided for matching 5a. The half-split groove 27m is designed such that the central connecting portion z5 can be inserted from directly below or from the side.

継ぎ足しマストIOAの継ぎ足しは下記のようにして行
う。
Replenishment The addition of the mast IOA is performed as follows.

(a)継ぎ足し用マスト10Atクライミングクレーン
の7・ンクx、、、b、モしくは他のクレーンのフック
で吊り込み、連結用挿入突出部25をマス)10がわに
位置させて架台5上に横倒しに設置する(b)連結作業
を行うためあらかじめ上昇させておいたマス)10を昇
降フレーム6を介して下降させ、上がわに位置する連結
用挿入突出部25f。
(a) Suspend the supplementary mast 10At with the hook of the climbing crane, or with the hook of another crane, position the connecting insertion protrusion 25 on the side of the mast 10, and place it on the pedestal 5. (b) The mass (b) 10 that has been raised in advance for connection work is lowered via the elevating frame 6, and the insertion protrusion 25f for connection is located on the upper side.

マスト10の半割れ溝2yaに差し込み、連結用ピン2
8をビン穴27b、25aに差し込んで両部をたがいに
連結゛する(第6図参照)。
Insert the connecting pin 2 into the half-split groove 2ya of the mast 10.
8 into the bottle holes 27b and 25a to connect both parts to each other (see Fig. 6).

(C)昇降フレーム6を引き上げることにより、継ぎ足
しマストIOAをほぼ垂直状態になるまで上昇させた後
、人力により−かに押し、マス)10と継ぎ足しマス)
IOAとを連結する。
(C) By raising the lifting frame 6, the addition mast IOA is raised until it is almost vertical, and then manually pushed to - 10 and addition mast IOA)
Connect with IOA.

(d)連結用ピン28を挿入していない他のビン穴27
b、258に連結用ピン26を差し込んで内部をたがG
箇こ連結する。連結゛用ピン26に設けであるピン穴2
8aにそれぞれ割りピン29を差し込んで、各連結用ピ
ン2Bの抜は出しを防ぐ。第11図、jlK12図は継
ぎ足しマス)IOAがマス)1Gに完全を【連結用ピン
z&1で連結された状態 。
(d) Other bottle holes 27 in which the connecting pin 28 is not inserted
b. Insert the connecting pin 26 into 258 and open the inside G.
Connect items. Pin hole 2 provided in the connecting pin 26
A split pin 29 is inserted into each of the connecting pins 8a to prevent each connecting pin 2B from being pulled out. Figure 11 and jlK12 are additional squares) IOA is completely connected to square 1G [connected with connecting pins z & 1].

を示す。shows.

以上がマストの連結動作の順序であるが、クレーンを解
体する場合にマストを4傘ぬいていく動作は逆に行えば
よい。
The above is the order of the mast connection operations, but when dismantling the crane, the operation of removing the four masts can be performed in the reverse order.

以上説明したこの発明によれば下記の効果力S得られる
According to the invention described above, the following effects S can be obtained.

(1)キャリヤに釆せたまま継ぎ足しマストを連結位置
まで押し込む作業が不要となるので、労ブ〕jはぶくこ
とがで傘るOかつ、キャ1ツヤが不要なσ)で、製造原
価、運I11経費を低減できる。
(1) Since there is no need to push the additional mast to the connecting position while it is attached to the carrier, there is no need for labor and maintenance, and the manufacturing cost and labor costs are reduced. I11 expenses can be reduced.

(2)高所での連結用ピンの着脱作業は、従来の方法1
とくらべて半分ですみ、作業能率が向上するとともに安
全性が良(なる0 (3)継ぎ足しマストに対する玉掛は作業は、継ぎ足し
マスト(横倒しにした状態で行えるので、作業能率を向
上し、安全性を高めることかで傘る。
(2) Conventional method 1 is used for attaching and detaching connecting pins at high places.
(3) Slinging work to the additional mast can be done with the additional mast (laying it down on its side), improving work efficiency and improving safety. Umbrella by increasing the.

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

第1図は従来の鉄塔建造用クライミングクレーンで組立
てられた鉄塔を示す正面図、第2図はクライミングクレ
ーンを示す正面図、第3図は第2図における昇降装置部
分を示す拡大正面図、tK4図は*3図の一面図、第5
図は従来のマストの下端部と継ぎ足しマストの上端部と
の連結Sを示す斜視図、第6図は第2図−こおける昇降
装置のロープの掛は方を示す説明用斜視図、第7図はこ
の発明による継ぎ足しマストを横倒しにしてマストの一
側の連結部に連結用ピンで連結した状態を示す正面図、
第6図は第7図の■−■線から見た側面図、第9図は第
8図の状態から継ぎ足しマストを昇降フレームを介して
斜め上に引き上げた状態を示す111面図、第10図は
この発明番ζよるマストの下端部と継ぎ足しマストの上
端部との連結部、その連結s:5r連結する連結用ピン
、連結用ピンに取付ける割りピンを示す餠視図−第11
図はこの発明の方法−こよりマストに対する継ぎ足しマ
ストの連結を完了した状態を示す正面図、第12図は菖
11図の刈−罵線から見た側面図である。 1・・鉄塔主柱、  3・・耕地支線1.4・Φ水平地
支纏、   5・・架台、6・・昇降フレーム、   
7・響クライミングウィンチ、  6・・クライミング
ロープ、9・・ベースマスト、   10・・クレーン
マスト、   IOA・・継ぎ足しマスト、14・−巻
上ウィンチ、   15・・俯仰ウィン鳴、   16
・・Aフレーム、   17−・ジブ19−・巻上ロー
プ、  20・・俯仰ロープ、   21−・キャリヤ
、 24A、24B・・シーブ群、  25−・連結用挿入
突出部、  25a・・ビン穴、26・・固定ピン、 
  27・Φ半割れ挿入用穴部、  z7a−e半割れ
溝、  27b・・ビン穴、  2b・・連結用ピン、
  29・−割りピン 第1図 第3図     第4図 ■ 第5図
Figure 1 is a front view showing a steel tower assembled with a conventional climbing crane for building steel towers, Figure 2 is a front view showing a climbing crane, Figure 3 is an enlarged front view showing the lifting device in Figure 2, and tK4. The figure is a front view of figure 3, 5th
The figure is a perspective view showing the connection S between the lower end of a conventional mast and the upper end of a supplementary mast. The figure is a front view showing a state in which the additional mast according to the present invention is laid down on its side and connected to the connecting part on one side of the mast with a connecting pin,
Figure 6 is a side view taken from line ■-■ in Figure 7, Figure 9 is a 111th view showing the state in which the mast has been added to the state in Figure 8 and is pulled up diagonally through the lifting frame; The figure is a perspective view showing the connecting part between the lower end of the mast and the upper end of the additional mast according to this invention number ζ, the connecting pin s: 5r connecting it, and the cotter pin attached to the connecting pin - No. 11
The figure is a front view showing the state in which the connection of the additional mast to the twisted mast has been completed according to the method of the present invention, and FIG. 12 is a side view seen from the cutting line of the iris 11. 1. Steel tower main pillar, 3. Cultivated land branch line 1.4, Φ horizontal ground support, 5. Frame, 6. Lifting frame,
7. Hibiki climbing winch, 6..Climbing rope, 9..Base mast, 10..Crane mast, IOA..Additional mast, 14.-Hoisting winch, 15..Elevation winch, 16.
...A frame, 17-.Jib 19-.Hoisting rope, 20..Elevation rope, 21-.Carrier, 24A, 24B.. Sheave group, 25-.Insertion protrusion for connection, 25a..Bottle hole. 26...fixing pin,
27・Φ half-split insertion hole, z7a-e half-split groove, 27b: Bottle hole, 2b: Connecting pin,
29・-Cotter pin Fig. 1 Fig. 3 Fig. 4 ■ Fig. 5

Claims (1)

【特許請求の範囲】 下記の(a)〜(d)の各工程を含むT1ぎ足し式クラ
イミングクレーンにおけるマストの連1方法。 (a)連結がわ端部に連結用挿入突出部を設けた継ぎ足
しマストをクレーンにより吊りこみ、連結用挿入突出部
をクレーンマストがわGご位置させて架台上に横倒しに
設置する工程、 (b)継ぎ足しマストの連結用挿入突出部を挿入させる
半割れ挿入用穴部を下端部に形成するとともに、半割れ
挿入用穴部の半割れ溝を設けてない壁部に連結用ピン穴
を設けたマストを昇降フレームを介して下降させ、上が
わに位置する連結用挿入突出St半割れ溝を通して挿入
用穴部に差しこみ、両部を連結用ピンでたがい゛に連結
する工程、(C)昇降フレームを上昇させること盛こよ
り、マストとともに継ぎ足しマストをほぼ垂直状態にな
るまで引き上げる工程、 (d)未挿入の連線用挿入突出Wを相対向する挿入用穴
部にそれぞれ挿入し、両部をピンでたがいに連結する工
程、
[Scope of Claims] A method for assembling a mast in a T1 climbing crane, which includes the following steps (a) to (d). (a) The process of hoisting the supplementary mast with the connecting insertion protrusion provided at the end of the connecting side using a crane, positioning the connecting insertion protruding part along the crane mast side G, and installing it horizontally on the pedestal, ( b) A half-break insertion hole into which the connection insertion protrusion of the supplementary mast is inserted is formed at the lower end, and a connection pin hole is provided in the wall where the half-break groove of the half-break insertion hole is not provided. The process of lowering the assembled mast via the lifting frame, inserting it into the insertion hole through the half-split groove of the connecting insertion protrusion St located on the upper side, and connecting both parts to each other with the connecting pin, (C ) The step of raising the elevating frame together with the mast and raising the mast until it is almost vertical; (d) Inserting the uninserted continuous line insertion protrusions W into the opposing insertion holes, The process of connecting parts to each other with pins,
JP4427482A 1982-03-19 1982-03-19 Method of connecting mast in lower extending type climbing crane Granted JPS58162495A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4427482A JPS58162495A (en) 1982-03-19 1982-03-19 Method of connecting mast in lower extending type climbing crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4427482A JPS58162495A (en) 1982-03-19 1982-03-19 Method of connecting mast in lower extending type climbing crane

Publications (2)

Publication Number Publication Date
JPS58162495A true JPS58162495A (en) 1983-09-27
JPS6228078B2 JPS6228078B2 (en) 1987-06-18

Family

ID=12686925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4427482A Granted JPS58162495A (en) 1982-03-19 1982-03-19 Method of connecting mast in lower extending type climbing crane

Country Status (1)

Country Link
JP (1) JPS58162495A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011201691A (en) * 2010-03-26 2011-10-13 Kansai Electric Power Co Inc:The Simple assembly type derrick
KR102039853B1 (en) * 2019-01-24 2019-11-26 한윤주 Moisture removal device for packaged food

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4956354A (en) * 1972-06-24 1974-05-31

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4956354A (en) * 1972-06-24 1974-05-31

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011201691A (en) * 2010-03-26 2011-10-13 Kansai Electric Power Co Inc:The Simple assembly type derrick
KR102039853B1 (en) * 2019-01-24 2019-11-26 한윤주 Moisture removal device for packaged food

Also Published As

Publication number Publication date
JPS6228078B2 (en) 1987-06-18

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