JPH0152640B2 - - Google Patents

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Publication number
JPH0152640B2
JPH0152640B2 JP56081626A JP8162681A JPH0152640B2 JP H0152640 B2 JPH0152640 B2 JP H0152640B2 JP 56081626 A JP56081626 A JP 56081626A JP 8162681 A JP8162681 A JP 8162681A JP H0152640 B2 JPH0152640 B2 JP H0152640B2
Authority
JP
Japan
Prior art keywords
jack
blocks
chamber
block
heavy object
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
JP56081626A
Other languages
Japanese (ja)
Other versions
JPS57195994A (en
Inventor
Chihiro Kaneko
Seiji Fujikawa
Tamotsu Kobayashi
Hidekazu Matsumura
Mitsuo Toida
Yoshinori Nakada
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.)
Nippon Express Co Ltd
Original Assignee
Nippon Express 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 Nippon Express Co Ltd filed Critical Nippon Express Co Ltd
Priority to JP8162681A priority Critical patent/JPS57195994A/en
Publication of JPS57195994A publication Critical patent/JPS57195994A/en
Publication of JPH0152640B2 publication Critical patent/JPH0152640B2/ja
Granted legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、重量物の設置装置におけるブロツク
構造体に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a block structure in a heavy object installation device.

[従来技術とその課題] 一般に、重量が200t〜600tの機械(一例とし
て、火力、原子力発電所、自動車工場や造船所の
プレス機械など)の建屋内の据付作業には、揚程
3〜6mのクレーンやジンポールなどを用いてい
たが、この種ジンポールなどは背が高く、ウイン
チ4台を必要とし、かつ、スペースを要すること
から、他作業との競合、行程上不利な点が多い。
[Prior art and its issues] Generally, when installing machines weighing 200t to 600t (for example, thermal power plants, nuclear power plants, press machines in automobile factories and shipyards, etc.) in buildings, a machine with a lifting height of 3 to 6m is required. Cranes and gin poles were used, but these gin poles are tall, require four winches, and take up a lot of space, so there are many disadvantages in terms of competition with other work and the process.

このような課題を解決するために、特開昭49−
55052号公報で示されるような、重い荷を段階的
に持ち上げる装置が提案されているが、このもの
は、ジヤツキが板状の第1、第2ジヤツキ支持装
置で与えられるようにしたもので、このジヤツキ
支持装置を手動によつて支持構造体の溝に挿入す
ることから、操作が煩雑であるとともに、板状の
ジヤツキ支持装置では重量物に対する荷重に限度
があるという課題が残されている。
In order to solve such problems,
A device for lifting heavy loads in stages has been proposed as shown in Japanese Patent No. 55052, but in this device, the jacking is provided by plate-shaped first and second jack supporting devices. Since this jack support device is manually inserted into the groove of the support structure, the operation is complicated, and there remains the problem that the plate-shaped jack support device has a limit in the load it can bear on heavy objects.

本発明は、このような実情に鑑みなされたもの
で、簡単な而も合理的手段と装置とによつて従来
の課題を解消せしめ、背が低く、かつ、ウインチ
を不要となし、スペースを有効に活用し、特に建
屋内における重量物の設置作業効率の向上を図ら
んとするものである。
The present invention has been made in view of these circumstances, and it solves the conventional problems by using simple and rational means and devices, and it is short in height, eliminates the need for a winch, and saves space. The aim is to improve the efficiency of installation work, especially for heavy objects inside buildings.

[課題を解決するための手段] 従来技術の課題を解決する本発明の構成は、相
対して設けた2組の中空状支柱3a,4aと3
b,4b間に、重量物を連結吊架する梁材6a,
6bを昇降可能に夫々橋架せしめ、上記相対する
中空状支柱3a,4aと3b,4b内に介入せる
上記梁材6a,6bの内側下面にジヤツキ8を
夫々とりつけ、更に、上記中空状支柱3a,3
b,4a,4b内の上下方向に、梁材6a,6b
の外側端部下側に出入可能の梁側ブロツク13a
を夫々独立して多段的に、而も、各段ごとに千鳥
状に配設するとともに、上記ジヤツキ8の下面に
出入可能のジヤツキ側ブロツク13aを夫々独立
して多段的に配設し、上記ジヤツキ8のジヤツキ
アツプ、または、縮み作用に合わせ、梁側、ジヤ
ツキ側ブロツク13a,13bを夫々出入せしめ
て、重量物を上昇、または、下降するようにした
重量物の設置装置におけるブロツク構造体であつ
て、上記梁側、ジヤツキ側各ブロツク13a,1
3bは中空の箱形であつて、この両ブロツク13
a,13bは縦方向に4個、即ち、前後方向に
夫々2個の室16に区劃されるとともに、この各
室16には、夫々同一方向に向けた車輪17が収
容してあり、この車輪17の下部を、上記梁側、
ジヤツキ側ブロツク13a,13bの底板に設け
た長孔18から外部に出入自在に嵌入させ、更
に、上記各車輪17の軸支持枠19に垂設した案
内杆20の下部に、上記室16内のまわり止めさ
れた下板21を夫々設け、また、上記案内杆20
の上端を各室16内の上部に設けた上板22に対
して抜け止め構造にて貫通せしめ、上記上、下板
21,22間に、上記各室16の案内杆20を貫
通した4個の総合弾力が、上記梁側、ジヤツキ側
ブロツク13a,13bの夫々の重量より大きな
弾力をもつスパイラル発条24を弾設し、更に、
上記梁側、ジヤツキ側ブロツク13a,13bの
上面には、上段のブロツクに設けた車輪17が介
入転動するためのり平行2条の案内溝25が形成
されるとともに、両ブロツク13a,13bの上
面中央、および、下面中央には、上段、下段関係
において互いに嵌合する凹部13c、凸部13d
を夫々設けたことを特徴とするものである。
[Means for Solving the Problems] The structure of the present invention that solves the problems of the prior art includes two sets of hollow supports 3a, 4a and 3 provided oppositely.
A beam member 6a for connecting and suspending heavy objects is provided between b and 4b.
6b can be raised and lowered as a bridge, and jacks 8 are respectively attached to the inner lower surfaces of the beam members 6a, 6b interposed in the opposing hollow pillars 3a, 4a and 3b, 4b, and further, the hollow pillars 3a, 3
Beam members 6a, 6b are placed in the vertical direction within b, 4a, 4b.
Beam side block 13a that can be entered and exited from the lower side of the outer end of the beam side block 13a.
are arranged independently in multiple stages, in particular in a staggered manner for each stage, and jack side blocks 13a that can be moved in and out of the lower surface of the jack 8 are arranged independently in multiple stages. This is a block structure in a heavy object installation device in which the beam side and jack side blocks 13a and 13b are respectively moved in and out in accordance with the jacking up or contraction action of the jack 8 to raise or lower the heavy object. Then, the beam side and jack side blocks 13a, 1
3b is a hollow box shape, and both blocks 13
a, 13b are divided into four chambers 16 in the longitudinal direction, that is, two chambers 16 in the front and rear directions, and each chamber 16 accommodates a wheel 17 facing the same direction. The lower part of the wheel 17 is placed on the beam side,
The guide rods 20 in the chamber 16 are inserted into and out of the long holes 18 provided in the bottom plates of the jack side blocks 13a and 13b, and are inserted into the lower part of the guide rods 20 vertically disposed on the shaft support frames 19 of the wheels 17. A lower plate 21 that is prevented from rotating is provided, and the guide rod 20
Four pieces whose upper ends penetrate the upper plate 22 provided at the upper part of each chamber 16 with a retaining structure, and which penetrate the guide rod 20 of each chamber 16 between the upper and lower plates 21 and 22. A spiral spring 24 having a total elasticity greater than the respective weights of the beam-side and jack-side blocks 13a and 13b is provided, and further,
Two parallel guide grooves 25 are formed on the upper surfaces of the beam-side and jack-side blocks 13a, 13b for intervening rolling of the wheels 17 provided on the upper block, and the upper surfaces of both blocks 13a, 13b At the center and at the center of the lower surface, there are a recess 13c and a protrusion 13d that fit into each other in the upper and lower rows.
It is characterized by having the following.

[実施例] 次に図面によつて、本発明実施例の詳細を説明
する。
[Example] Next, details of an example of the present invention will be described with reference to the drawings.

第1,2図に示すように、基礎1上に決められ
た重量物2の設置個所を囲うように、2本1組の
中空状支柱3a,3b.と4a,4bを所要の間隔
を介して夫々対設し、各中空状支柱3a,3bと
4a,4b間を結合部材5などにて連結する。そ
して、相対向する支柱3a,3bと4a,4bの
対向面中央の上下方向には、梁材6a,6bの両
端部が介入される窓7が設けられてある。該梁材
6a,6bの端部、即ち、上記中空状支柱3a,
3bと4a,4b内に挿入された一側端部下面に
は、夫々ジヤツキ8がとりつけられている。
As shown in Figures 1 and 2, a pair of hollow supports 3a, 3b and 4a, 4b are installed at a required interval so as to surround a predetermined installation location of heavy objects 2 on a foundation 1. The hollow supports 3a, 3b and 4a, 4b are connected by a connecting member 5 or the like. A window 7 is provided in the vertical direction at the center of the opposing surfaces of the opposing columns 3a, 3b and 4a, 4b, into which both ends of the beam members 6a, 6b are inserted. The ends of the beam members 6a, 6b, that is, the hollow support columns 3a,
A jack 8 is attached to the lower surface of one end inserted into 3b, 4a, and 4b, respectively.

また、第3〜5図から明らかなように、上記各
中空状支柱3a,3b,4a,4bは、梁材6
a,6bの長手軸線方向と直交する方向に隔壁9
にて内、外側の2室10a,10bに分けられ、
該隔壁9の中央上下方向には、上記窓7に対応す
る窓11が形成されるとともに、上記一方の内側
室10bには、上記梁材6a,6bの下面にとり
つけられたジヤツキ8を介入させ、また、他方の
外側室10aには、梁材6a,6bの外側端部を
介入させる。
Moreover, as is clear from FIGS. 3 to 5, each of the hollow supports 3a, 3b, 4a, 4b is connected to the beam member 6.
A partition wall 9 is provided in a direction perpendicular to the longitudinal axis direction of a and 6b.
It is divided into two rooms 10a and 10b, inner and outer.
A window 11 corresponding to the window 7 is formed in the center vertical direction of the partition wall 9, and a jack 8 attached to the lower surface of the beams 6a, 6b is inserted into one of the inner chambers 10b. Furthermore, the outer ends of the beams 6a and 6b are inserted into the other outer chamber 10a.

そして、上記各内、外側室10a,10b内の
梁材6a,6b介入部を除いた左右に、一定高さ
を有するブロツクを収容する内、外側小室12
a,12bを左右千鳥状に設け、一方の外側小室
12aには梁側ブロツク13aを、他方の内側小
室12bにはジヤツキ側ブロツク13bを夫々移
動可能に収容する。
Then, on the left and right sides of each of the inner and outer chambers 10a and 10b excluding the intervening parts of the beams 6a and 6b, there are inner and outer small chambers 12 that house blocks having a certain height.
a and 12b are provided in a left-right staggered manner, and a beam side block 13a is movably accommodated in one outer small chamber 12a, and a jack side block 13b is movably housed in the other inner small chamber 12b.

図示してないが、各内、外側小室12a,12
bの外側壁には、この中に収容される梁側、ジヤ
ツキ側隔ブロツク13a,13bを梁側6a,6
bの外側端ブロツク下面、ジヤツキ8の下面に出
入させるシリンダーなどの作業機をとりつける
が、これら作業機の設置を省略し、手作業による
ブロツク13a,13bの出入操作も可能であ
る。図中14,15は梁側、ジヤツキ側各ブロツ
ク13a,13bの度当たり壁である。
Although not shown, each inner and outer small chamber 12a, 12
The beam-side and jack-side partition blocks 13a, 13b housed therein are attached to the outside wall of b.
A working machine such as a cylinder for moving in and out is attached to the lower surface of the outer end block b and the lower face of the jack 8, but it is also possible to omit the installation of these working machines and manually operate the blocks 13a and 13b in and out. In the figure, reference numerals 14 and 15 are the perpendicular walls of the blocks 13a and 13b on the beam side and the jack side, respectively.

次に第6,7図について上記梁側、ジヤツキ側
各ブロツク13a,13bの構造について説明す
ると、この梁側、ジヤツキ側各ブロツク13a,
13bは中空の箱形であつて、この梁側、ジヤツ
キ側各ブロツク13a,13bは縦方向に4個、
即ち、前後左右方向に夫々2個の室16に区劃さ
れており、この各室16内には、夫々同一方向に
向けた車輪17が収容してあつて、この車輪17
の下部が梁側、ジヤツキ側ブロツク13a,13
bの底板に設けた長孔18から外部に出入するよ
うになつている。
Next, the structure of the beam side and jack side blocks 13a and 13b will be explained with reference to FIGS. 6 and 7. The beam side and jack side blocks 13a,
13b is a hollow box shape, and each of the blocks 13a and 13b on the beam side and the jack side are four in the vertical direction,
That is, it is divided into two chambers 16 in the front, rear, left and right directions, and each chamber 16 accommodates a wheel 17 facing the same direction.
The lower part is the beam side, the jack side blocks 13a, 13
It is designed to enter and exit from the outside through a long hole 18 provided in the bottom plate of b.

上記各車輪17の軸支持枠19の上辺に垂設し
た案内杆20の下部には、上記室16内にまわり
止めされた下板21が夫々とりつけてあり、ま
た、この案内杆20の上端は、室16内の上部に
設けた上板22に貫通されており、上記案内杆2
0の上端には、この上板22の上面に係合抜け止
めするナツト23が螺合してある。
A lower plate 21, which is fixed in the chamber 16, is attached to the lower part of the guide rod 20 which is vertically installed on the upper side of the shaft support frame 19 of each wheel 17, and the upper end of the guide rod 20 is , is penetrated through the upper plate 22 provided at the upper part of the chamber 16, and the guide rod 2
A nut 23 that engages with the upper surface of the upper plate 22 to prevent it from coming off is screwed onto the upper end of the upper plate 22.

そして、上記上下板21,22間に、4個の総
合弾力が、上記梁側、ジヤツキ側ブロツク13
a,13bの夫々の重量より若干大きく構成され
るスパイラル発条24が夫々弾設してある。ま
た、梁側、ジヤツキ側ブロツク13a,13bの
上面には、上段のブロツクに設けた転輪17が介
入するための案内溝25が2条平行して設けてあ
る。第2図における26は梁側に臨む梁側ブロツ
ク13aの基台である。尚、両梁側、ジヤツキ側
ブロツク13a,13bの上面中央部に凹部13
cを設けるとともに、梁側、ジヤツキ側ブロツク
13a,13bの下面中央部には、上記凹部13
cに嵌合する凸部13dを夫々設け、積重された
梁側、ジヤツキ側各ブロツク13a,13b間の
ズレを防止するようにしたものである。
Between the upper and lower plates 21 and 22, four total elastic forces are applied to the beam side and jack side blocks 13.
A spiral spring 24, which is slightly larger than the weight of each of the elements a and 13b, is provided. Further, on the upper surfaces of the beam side and jack side blocks 13a and 13b, two parallel guide grooves 25 are provided for intervention of the rolling wheels 17 provided on the upper blocks. 26 in FIG. 2 is a base of the beam side block 13a facing the beam side. Note that there is a recess 13 in the center of the upper surface of both beam and jack side blocks 13a and 13b.
In addition, the recess 13 is provided at the center of the lower surface of the beam side and jack side blocks 13a, 13b.
A convex portion 13d is provided to fit into each of the blocks 13a and 13b on the stacked beam side and jack side, respectively, to prevent misalignment between the stacked blocks 13a and 13b on the jack side.

[作用の説明] 次に上記実施例に基づきその作用を説明する。
上記実施例は、コロ引き装置などの運搬装置にて
設置個所に運搬した重量物を建屋内において上昇
し、運搬装置を除去したのち下降して据付設置す
る第1の手段、高所にある重量物を低所に下降す
る第2の手段、低所にある重量物を高所に据付設
置する第3の手段が実施できるもので、次にその
各々について説明する。
[Description of operation] Next, the operation will be explained based on the above embodiment.
The above embodiment is a first method for lifting a heavy object transported to an installation location using a transporting device such as a roller puller into a building, removing the transporting device, lowering it, and installing it. A second method for lowering an object to a low place and a third method for installing a heavy object at a low place at a high place can be implemented, and each of them will be explained next.

第1の手段の場合には、特に図示してない運搬
装置に搭載した重量物2を、建屋内の据付設置場
所に搬送し、該設置場所に予め組み立てられた4
本の中空状支柱3a,3b,4a,4b間に、第
1図のよう搬入する。次に重量物2より上方に橋
架されている2本の梁材6a,6bに、ワイヤー
ロープ27などで重量物2を連結吊架したのち、
ジヤツキ8を駆動して梁材6a,6bを梁側ブロ
ツク13aの高さよりわずかに大きいストローク
分だけ上昇させ、梁材6a,6bの端部下面と、
基台26の上面との間に空間を構成する。そして
この空間に、外側小室13a内に収容せる梁側ブ
ロツク13aを下段ブロツクの案内溝25を案内
として車輪17の転動により軽快に移動させ、こ
の梁側ブロツク13aを梁側6a,6bの下部に
介入させる。
In the case of the first method, the heavy object 2 loaded on a transport device (not particularly shown) is transported to an installation location in the building, and the 4
The books are carried between the hollow pillars 3a, 3b, 4a, and 4b as shown in FIG. Next, after connecting and suspending the heavy object 2 with a wire rope 27 etc. to the two beams 6a and 6b that are bridged above the heavy object 2,
The jacks 8 are driven to raise the beams 6a and 6b by a stroke slightly larger than the height of the beam side block 13a, and the lower surfaces of the ends of the beams 6a and 6b are
A space is formed between the upper surface of the base 26 and the upper surface of the base 26. Then, in this space, the beam side block 13a housed in the outer small chamber 13a is moved lightly by the rolling of the wheels 17 using the guide groove 25 of the lower block as a guide, and this beam side block 13a is moved to the lower part of the beam sides 6a, 6b. to intervene.

次に、ジヤツキ8を縮めることにより、梁材6
a,6b、および、吊架せる重量物の総荷重を左
右の梁側ブロツク13aにかけて下面の凸部13
dを下段ブロツクの凹部13cに嵌合させて両者
を結合させるとともに、車輪17をスパイラル発
条24に抗して引つ込め、次いで、上記縮めたジ
ヤツキ8の下面と基礎1、または、該基礎1上に
設けた台(図示略)との間に形成された空間に、
ジヤツキ側ブロツク13bを介入せしめ、再びジ
ヤツキ8を駆動して全荷重をジヤツキ側ブロツク
13bに印加しつつ梁材6a,6b端と上記左右
の梁側ブロツク13aの上面との間に梁側ブロツ
ク13aよりわずかに高いストロークをもつ空間
を形成し、この空間に上記要領で次段の梁側ブロ
ツク13aを介入する。このような操作を数回繰
り返し行うことにより、梁材6a,6に吊架され
た重量物を所要の高さまで上昇させたのち、上記
運搬装置を重量物2の下側からとり除く。
Next, by contracting the jack 8, the beam material 6
a, 6b, and the total load of the heavy objects to be suspended is applied to the left and right beam side blocks 13a, and the convex portion 13 on the lower surface
d into the recess 13c of the lower block to connect them, and at the same time retract the wheel 17 against the spiral spring 24, and then connect the lower surface of the retracted jack 8 and the foundation 1, or the foundation 1. In the space formed between the stand provided above (not shown),
The jack side block 13b is intervened, and the jack 8 is driven again to apply the full load to the jack side block 13b. A space with a slightly higher stroke is formed, and the next beam side block 13a is inserted into this space in the manner described above. By repeating this operation several times, the heavy object suspended from the beams 6a, 6 is raised to a required height, and then the transport device is removed from below the heavy object 2.

次に、全荷重が梁側ブロツク13a群に印加さ
れている場合には、ジヤツキ8を駆動して梁側ブ
ロツク13aに対する荷重をジヤツキ側ブロツク
13b群に移行させたのち、最上段の梁側ブロツ
ク13aを外側小室12a内にもどし、次いで、
ジヤツキ8を縮めて梁材6a,6bの両端を次段
の梁側ブロツク13aに載置せしめ、荷重を梁側
ブロツク群に移したあと、フリーとなつた最上段
のジヤツキ側ブロツク13bを内側小室13b内
にもどす。
Next, when the entire load is applied to the beam-side block 13a group, the jack 8 is driven to transfer the load on the beam-side block 13a to the jack-side block 13b group, and then the jack 8 is transferred to the jack-side block 13b group. 13a is returned to the outer chamber 12a, and then
After retracting the jack 8 and placing both ends of the beams 6a and 6b on the next beam-side block 13a and transferring the load to the beam-side block group, the free top jack-side block 13b is placed in the inner small chamber. Return to 13b.

そして、再びジヤツキ8を駆動して梁側ブロツ
ク13a上から梁材6a,6bを離反させたの
ち、この梁側ブロツク13a,を外側小室12a
内に帰戻収容する。この操作を繰り返し行つて重
量物を基礎上に据付け設置し、中空状支柱3a,
3b,4a,4b、および、梁材6a,6bを撤
去することにより全ての作業は完了される。尚こ
の場合、全荷重がジヤツキ側ブロツク13b群に
印加されているときには、ジヤツキ8を縮める動
作から開始され、あとは上述の行程を交互に繰り
返し行えばよい。
Then, after driving the jack 8 again to separate the beams 6a and 6b from above the beam-side block 13a, the beam-side block 13a is moved from the outside small chamber 12a.
They will be returned and housed inside. By repeating this operation, the heavy object is installed on the foundation, and the hollow support 3a,
All work is completed by removing beams 3b, 4a, 4b and beams 6a, 6b. In this case, when the entire load is applied to the jack side block 13b group, the operation starts with the action of retracting the jack 8, and then the above-mentioned steps can be repeated alternately.

第2の手段の場合には、上述の要領で梁材6
a,6bのみを所定の高さに上昇させた状態で、
高所にある重量物2を、腕材などの支持部材(図
示略)の上に乗載した状態で梁材6a,6bの下
側に臨ませたのち、ワイヤーロープなどを用いて
重量物2を梁材6a,6bに連結吊架し、腕材な
どを除去してから、上述の降下手段により重量物
2を基礎上、または、基礎上に待機させた運搬装
置上に搭載するものである。
In the case of the second method, the beam material 6 is
With only a and 6b raised to a predetermined height,
After placing the heavy object 2 at a high place on a supporting member (not shown) such as an arm member and facing the lower side of the beam members 6a and 6b, use a wire rope or the like to After connecting and suspending the heavy objects 2 to beams 6a and 6b, and removing the arm members, etc., the heavy object 2 is loaded onto the foundation or onto a transport device that is placed on standby on the foundation using the above-mentioned lowering means. .

次に第3の手段の場合には、第1の手段で述べ
た要領で重量物を所定の高さまで上昇させたの
ち、重量物2の下側に腕材などの支持部材の上に
この重量物2を支持させ、次いで梁材6a,6b
と重量物2の連結関係を解いてから重量物2を、
上記支持部を案内として横方向に移動させ、支持
体(図示略)に据付設置する。そして、上述の要
領で梁材6a,6bを下降させ、中空状支柱3
a,3b,4a,4bとともに撤去搬出するもの
である。
Next, in the case of the third method, after raising the heavy object to a predetermined height as described in the first method, the weight is placed on the underside of the heavy object 2 on a support member such as an arm. The object 2 is supported, and then the beam members 6a and 6b
After solving the connection relationship between heavy object 2 and heavy object 2,
It is moved laterally using the support section as a guide and installed on a support body (not shown). Then, the beams 6a and 6b are lowered in the manner described above, and the hollow support 3
It is to be removed and transported together with a, 3b, 4a, and 4b.

[発明の効果] このように本発明によれば、次のような効果が
得られる。
[Effects of the Invention] As described above, according to the present invention, the following effects can be obtained.

(a) 200t〜600t程度の重量物は容易に基礎上、高
所に据付設置することができ、更に高所からの
下降移動なども比較的簡単に行え、ジンポール
などを用いないことから、他作業との競があつ
てもきわめて少ないスペースで作業が行るた
め、行程上不利な点は完全に解消しうるととも
に、ウインチなどを全く必要とせず、梁材の下
側に近接した状態で重量物が吊架しうることか
ら特に建屋内における重量物の据付設置にきわ
めて好適であることは勿論のこと、 (b) 梁側、および、ジヤツキ側ブロツク13a,
13bは、無荷重状態の移動時には、下段ブロ
ツクの案内溝25にそつて車輪17が転動して
適確に、而も、軽快に出入させることができる
ばかりでなく、荷重が印加されたときには、車
輪17がスパイラル発条24に抗してブロツク
内に介入するとともに、ブロツクの下面中央に
設けた凸部13dが下段ブロツク上面の凹部1
3cに嵌合して横ずれ防止がなされ、安全した
重量物の設置がなされる。
(a) Heavy objects of about 200 to 600 tons can be easily installed on foundations at high places, and furthermore, they can be moved down from high places relatively easily, and because they do not use gin poles, etc. Even if there is competition with the work, the work can be done in an extremely small amount of space, so any disadvantages in the process can be completely eliminated, and there is no need for a winch at all, and the weight can be moved close to the underside of the beam. It goes without saying that it is extremely suitable for the installation of heavy objects in buildings because objects can be hung there; (b) Beam side and jack side blocks 13a;
13b not only allows the wheels 17 to roll along the guide groove 25 of the lower block to move the block in and out accurately and easily when moving without a load, but also when a load is applied. , the wheel 17 intervenes in the block against the spiral spring 24, and the convex portion 13d provided at the center of the lower surface of the block engages with the recess 1 on the upper surface of the lower block.
3c to prevent lateral slippage and allow safe installation of heavy objects.

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

第1図は平面図、第2図は一部切欠正面図、第
3図は要部の一部切欠正面図、第4図は同上一部
切欠側面図、第5図は同上要部の一部切欠平面
図、第6図はブロツクの正面図、第7図は同上一
部切欠側面図である。 1…基礎、2…重量物、3a,3b,4a,4
b…中空状支柱、5…結合部材、6a,6b…梁
材、7…窓、8…ジヤツキ、13a…梁側ブロツ
ク、13b…ジヤツキ側ブロツク、13c…凹
部、13d…凸部、16…室、17…車輪、18
…長孔、19…軸支持枠、20…案内杆、21…
下板、22…上板、23…ナツト、24…スパイ
ラル発条、25…案内溝。
Fig. 1 is a plan view, Fig. 2 is a partially cutaway front view, Fig. 3 is a partially cutaway front view of the main part, Fig. 4 is a partially cutaway side view of the same as above, and Fig. 5 is a partially cutaway front view of the main part of the same. 6 is a front view of the block, and FIG. 7 is a partially cutaway side view of the block. 1...Basic, 2...Heavy load, 3a, 3b, 4a, 4
b...Hollow pillar, 5...Joining member, 6a, 6b...Beam material, 7...Window, 8...Jacket, 13a...Beam side block, 13b...Jacket side block, 13c...Concave part, 13d...Convex part, 16...Chamber , 17...Wheel, 18
...Elongated hole, 19...Shaft support frame, 20...Guide rod, 21...
Lower plate, 22... Upper plate, 23... Nut, 24... Spiral spring, 25... Guide groove.

Claims (1)

【特許請求の範囲】 1 相対して設けた2組の中空状支柱3a,4a
と3b,4b間に、重量物を連結吊架する梁材6
a,6bを昇降可能に夫々橋架せしめ、上記相対
する中空状支柱3a,4aと3b,4b内に介入
せる上記梁材6a,6bの内側下面にジヤツキ8
を夫々とりつけ、更に、上記中空状支柱3a,3
b,4a,4b内の上下方向に、梁材6a,6b
の側端部下側に出入可能の梁側ブロツク13aを
夫々独立して多段的に、而も、各段ごとに千鳥状
に配設するとともに、上記ジヤツキ8の下面に出
入可能のジヤツキ側ブロツク13aを夫々独立し
て多段的に配設し、上記ジヤツキ8のジヤツキア
ツプ、または、縮み作用に合わせ、梁側、ジヤツ
キ側ブロツク13a,13bを夫々出入せしめ
て、重量物を上昇、または、下降するようにした
重量物の設置装置におけるブロツク構造体であつ
て、 上記梁側、ジヤツキ側各ブロツク13a,13
bは中空の箱形であつて、この両ブロツク13
a,13bは縦方向に4個、即ち、前後方向に
夫々2個の室16に区劃されるとともに、この各
室16には、夫々同一方向に向けた車輪17が収
容してあり、この車輪17の下部を、上記梁側、
ジヤツキ側ブロツク13a,13bの底板に設け
た長孔18から外部に出入自在に嵌入させ、更
に、上記各車輪17の軸支持枠19に垂設した案
内杆20の下部に、上記室16内にまわり止めさ
れた下板21を夫々設け、また、上記案内杆20
の上端を各室16内の上部に設けた上板22に対
して抜け止め構造にて貫通せしめ、上記上、下板
21,22間に、上記各室16の案内杆20を貫
通した4個の総合弾力が、上記梁側、ジヤツキ側
ブロツク13a,13bの夫々の重量より大きな
弾力をもつスパイラル発条24を弾設し、更に、
上記梁側、ジヤツキ側ブロツク13a,13bの
上面には、上段のブロツクに設けた車輪17が介
入転動するためのり平行2条の案内溝25を形成
するとともに、両ブロツク13a,13bの上面
中央、および、下面中央には、上段、下段関係に
おいて互いに嵌合する凹部13c、凸部13dを
夫々設けたことを特徴とする重量物の設置装置に
おけるブロツク構造体。
[Claims] 1. Two pairs of hollow supports 3a, 4a provided oppositely.
and between 3b and 4b, a beam member 6 for connecting and suspending heavy objects.
A and 6b are bridged so that they can be raised and lowered, and jacks 8 are installed on the inner lower surfaces of the beams 6a and 6b that are inserted into the opposing hollow supports 3a and 4a and 3b and 4b.
and furthermore, the hollow supports 3a, 3
Beam members 6a, 6b are placed in the vertical direction within b, 4a, 4b.
Beam side blocks 13a that can be moved in and out of the lower side of the jack 8 are arranged independently in multiple stages, and in a staggered manner for each level, and jack side blocks 13a that can be moved in and out of the lower surface of the jack 8. are arranged independently in multiple stages, and the beam side and jack side blocks 13a and 13b are moved in and out, respectively, in accordance with the jacking up or shrinking action of the jack 8, so that the heavy object can be raised or lowered. A block structure in a heavy object installation device made of
b is a hollow box shape, and both blocks 13
a, 13b are divided into four chambers 16 in the longitudinal direction, that is, two chambers 16 in the front and rear directions, and each chamber 16 accommodates a wheel 17 facing the same direction. The lower part of the wheel 17 is placed on the beam side,
The jack side blocks 13a, 13b are fitted into the slots 18 provided in the bottom plate so as to be able to go in and out from the outside, and are further inserted into the chamber 16 at the lower part of the guide rod 20 vertically disposed on the shaft support frame 19 of each wheel 17. A lower plate 21 that is prevented from rotating is provided, and the guide rod 20
Four pieces whose upper ends penetrate the upper plate 22 provided at the upper part of each chamber 16 with a retaining structure, and which penetrate the guide rod 20 of each chamber 16 between the upper and lower plates 21 and 22. A spiral spring 24 having a total elasticity greater than the respective weights of the beam-side and jack-side blocks 13a and 13b is provided, and further,
On the upper surfaces of the beam side and jack side blocks 13a and 13b, two parallel guide grooves 25 are formed for the intervention and rolling of the wheels 17 provided on the upper block, and at the center of the upper surfaces of both blocks 13a and 13b. , and a block structure for a heavy object installation device, characterized in that a recess 13c and a protrusion 13d are provided at the center of the lower surface, respectively, to fit into each other in the upper and lower stages.
JP8162681A 1981-05-27 1981-05-27 Method and device for mounting heavy material Granted JPS57195994A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8162681A JPS57195994A (en) 1981-05-27 1981-05-27 Method and device for mounting heavy material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8162681A JPS57195994A (en) 1981-05-27 1981-05-27 Method and device for mounting heavy material

Publications (2)

Publication Number Publication Date
JPS57195994A JPS57195994A (en) 1982-12-01
JPH0152640B2 true JPH0152640B2 (en) 1989-11-09

Family

ID=13751533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8162681A Granted JPS57195994A (en) 1981-05-27 1981-05-27 Method and device for mounting heavy material

Country Status (1)

Country Link
JP (1) JPS57195994A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4523185B2 (en) * 2001-03-01 2010-08-11 三井造船株式会社 Crane superstructure lifting device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4955052A (en) * 1972-05-04 1974-05-28
JPS5434257A (en) * 1977-08-22 1979-03-13 Sharp Corp Electrochromic display device
JPS5612297A (en) * 1979-07-05 1981-02-06 Resmastservice Ab Device for pushing up heavy load

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4955052A (en) * 1972-05-04 1974-05-28
JPS5434257A (en) * 1977-08-22 1979-03-13 Sharp Corp Electrochromic display device
JPS5612297A (en) * 1979-07-05 1981-02-06 Resmastservice Ab Device for pushing up heavy load

Also Published As

Publication number Publication date
JPS57195994A (en) 1982-12-01

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