JPH06227787A - Building method for heavy weight frame - Google Patents

Building method for heavy weight frame

Info

Publication number
JPH06227787A
JPH06227787A JP3411193A JP3411193A JPH06227787A JP H06227787 A JPH06227787 A JP H06227787A JP 3411193 A JP3411193 A JP 3411193A JP 3411193 A JP3411193 A JP 3411193A JP H06227787 A JPH06227787 A JP H06227787A
Authority
JP
Japan
Prior art keywords
pillar
main
column
chain block
height
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.)
Pending
Application number
JP3411193A
Other languages
Japanese (ja)
Inventor
Eiji Kimura
英治 木村
Katsuyuki Hida
勝幸 肥田
Tsutomu Haneki
勉 羽根木
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.)
Inax Corp
Original Assignee
Inax Corp
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 Inax Corp filed Critical Inax Corp
Priority to JP3411193A priority Critical patent/JPH06227787A/en
Publication of JPH06227787A publication Critical patent/JPH06227787A/en
Pending legal-status Critical Current

Links

Landscapes

  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
  • Forklifts And Lifting Vehicles (AREA)

Abstract

PURPOSE:To excellently build a frame only by a man power at a limited place where a crane is impossible to use. CONSTITUTION:An auxiliary columns 13 having a chain block mounted thereto and being low in height is erected in the vicinity of the installation position of a main column 6. A beam material 2 and H-steels 5 and 5 are first lifted to a given position by means of the chain block 14 and a first main material 6A is coupled to the lower part of the H-Steel 5. Thereafter, the chain block 14 is hooked to the lower end of the first column material 6A, the lower end of the first column material 6A is lifted to a given height by means of the chain block 14 and coupled to a second column material 6B, and the main materials are stacked, in order, to a given height.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、重量物持ち上げ用に
構築される重量架台の構築方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a heavy pedestal constructed for lifting heavy objects.

【0002】[0002]

【従来の技術及びその課題】従来、予め所定のクレーン
等の設備が既存する場所以外で重量物を持ち上げる場合
には、一般的にトラッククレーン等の移動式クレーンを
使用するが、移動式クレーンが侵入できないような場所
においては、重量物の上方に門型状等の架台を構築し、
この架台にチェーンブロック等を吊り下げて重量物を所
定の高さまで持ち上げる作業を行う必要がある。然る
に、この場合、作業上、架台が相当の高さを必要とし、
かつ重量物を持ち上げるということより、強度上かなり
の重量の構成部材で架台を構築する必要があり、人力の
みで架台構成部材を上方へ持ち上げ架台を構築すること
ができず、実際上、重量物の持ち上げが不可能となると
いう問題点があった。
2. Description of the Related Art Conventionally, a mobile crane such as a truck crane is generally used to lift a heavy load at a place other than a place where facilities such as a predetermined crane already exist in advance. In places where it is not possible to enter, build a gate-shaped platform above the heavy objects,
It is necessary to suspend a chain block or the like on this frame to lift a heavy object to a predetermined height. However, in this case, the pedestal requires a considerable height for work,
Moreover, rather than lifting a heavy object, it is necessary to construct a gantry with components that are considerably heavy in terms of strength, and it is not possible to construct a pedestal by lifting the gantry components upwards only by human power. There was a problem that it was impossible to lift.

【0003】[0003]

【課題を解決するための手段】本発明は上記従来の問題
点に鑑み案出したものであって、人力のみで良好に架台
を構築できる構築方法を提供せんことを目的とし、その
要旨は、2本以上の柱材を縦方向に連結して立設される
2本以上の主柱と、該主柱間の上部に横設される梁材と
を備えた重量物持ち上げ用の架台を構築する構築方法で
あって、前記主柱の立設位置の近傍にチェーンブロック
等を備えた前記主柱よりも相当低い補助柱を立設し、該
補助柱のチェーンブロック等により先ず前記梁材を所定
位置まで持ち上げ、梁材の下部に前記主柱を構成する第
1の柱材を連結した後、前記チェーンブロック等を第1
の柱材の下端にかけて、第1の柱材の下端を所定高さま
で持ち上げ、該第1の柱材の下端に第2の柱材の上端を
連結し、順次所定の高さまで柱材を積み重ねることであ
る。
SUMMARY OF THE INVENTION The present invention has been devised in view of the above-mentioned problems of the prior art, and an object thereof is not to provide a construction method capable of satisfactorily constructing a gantry with only human power. Constructing a platform for lifting heavy objects, which comprises two or more main pillars that are vertically installed by vertically connecting two or more pillar materials, and a beam material that is horizontally installed above the main pillars. In the construction method, the auxiliary pillar is provided in the vicinity of the standing position of the main pillar, the auxiliary pillar being considerably lower than the main pillar provided with a chain block or the like, and the beam member is first attached by the chain block or the like of the auxiliary pillar. After lifting to a predetermined position and connecting the first pillar material constituting the main pillar to the lower part of the beam material, the chain block etc.
The lower end of the first pillar is lifted to a predetermined height over the lower end of the pillar, the upper end of the second pillar is connected to the lower end of the first pillar, and the pillars are sequentially stacked to a predetermined height. Is.

【0004】[0004]

【作用】架台を構築するに際し、先ず主柱の立設位置の
近傍に、主柱よりも相当高さの低い補助柱を立設させて
おき、この補助柱にチェーンブロック等を取付けて、こ
のチェーンブロック等により先ず梁材を所定高さまで持
ち上げ、この梁材の下部に主柱を構成する第1の柱材を
連結し、その後にチェーンブロック等を第1の柱材の下
端部にかけかえて、再びチェーンブロック等により梁材
と連結した状態の第1柱材を所定高さまで持ち上げて、
さらに第1の柱材の下端に第2の柱材を連結し、主柱を
第1の柱材および第2の柱材により所定の高さとするこ
とができ、さらに第2の柱材の下端にチェーンブロック
等をかければ、第2の柱材の下端を所定の高さまで持ち
上げることができ、さらに第2の柱材の下端に第3の柱
材を連結することができ、所望の高さの主柱をクレーン
を用いることなく低い補助柱により良好に立設させて、
所定高さの架台を狭い場所で人力のみで構築することが
できる。即ち、補助柱が梁材より高い場合には補助柱も
強度上かなりの重量部材になるため、補助柱を所定の位
置へ立て込む作業が人力だけでは不可能になるが、本発
明では補助柱の高さが低いので人力だけで所定の位置へ
補助柱を立て込む作業が可能となる。
[Operation] When constructing the gantry, first an auxiliary column having a height considerably lower than that of the main column is erected near the standing position of the main column, and a chain block or the like is attached to the auxiliary column. First, lift the beam to a predetermined height with a chain block, etc., connect the first pillar that constitutes the main pillar to the lower part of this beam, and then replace the chain block with the lower end of the first pillar. , Again, lift up the first pillar member connected to the beam member by a chain block or the like to a predetermined height,
Furthermore, the second pillar is connected to the lower end of the first pillar, and the main pillar can be made to have a predetermined height by the first pillar and the second pillar, and the lower end of the second pillar is further formed. If a chain block or the like is applied to the second pillar, the lower end of the second pillar can be lifted to a predetermined height, and the third pillar can be connected to the lower end of the second pillar to obtain a desired height. The main pillar of is erected upright with a low auxiliary pillar without using a crane,
It is possible to construct a pedestal of a predetermined height in a narrow place with only human power. That is, when the auxiliary column is higher than the beam material, the auxiliary column also becomes a heavy weight member in terms of strength, and thus it is impossible to stand the auxiliary column in a predetermined position by human power alone. Since the height of the column is low, it is possible to work the auxiliary column upright at a predetermined position only by human power.

【0005】[0005]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1は重量物持ち上げ用の架台の正面構成図であ
り、図2は平面構成図である。この架台1は、上端に横
設される梁材2と、この梁材2の両端側に直交状に配設
される一対のH鋼5,5と、各H鋼5,5の両端側に立
設される4本の主柱6,6,6,6で構成されており、
梁材2に図4に示すような吊り金具3を用いてチェーン
ブロック4,4を吊り下げ、このチェーンブロック4,
4により、例えば浄化槽7内に設けられる攪拌曝気用の
水車8を上方へ持ち上げることができ、この水車8の回
転軸9の軸受10,10の定期的な交換作業を行うこと
ができるものである。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front configuration diagram of a gantry for lifting a heavy load, and FIG. 2 is a plan configuration diagram. The gantry 1 includes a beam member 2 horizontally provided at an upper end, a pair of H steels 5 and 5 arranged orthogonally on both end sides of the beam member 2, and a pair of H steel members 5 and 5 on both end sides thereof. It consists of four main pillars 6, 6, 6, 6 that are erected,
The chain blocks 4, 4 are suspended on the beam member 2 by using the suspension fittings 3 as shown in FIG.
4, the water turbine 8 for stirring and aeration provided in the septic tank 7 can be lifted upward, and the bearings 10, 10 of the rotating shaft 9 of the water turbine 8 can be regularly replaced. .

【0006】この浄化槽7は、一般的に極めて狭い場所
に設置されているため、この浄化槽7の上方に構築する
架台1も、当然狭い場所で構築する必要があり、クレー
ン等が使用不能の場合が多いため、次のような方法によ
り構築される。すなわち、予め浄化槽7の上周縁に、図
3に示すような架台ベース11を4箇所固定しておく。
架台ベース11には多数のアンカーボルト孔12,1
2,12が形成されており、この各アンカーボルト孔1
2内にアンカーボルトを差し込んで浄化槽7の上周縁に
固定でき、また、架台ベース11には主柱6の下端を固
定するための固定ボルト11aが複数本立設されてお
り、また、後述する補助柱13の下端部を固定するため
の固定ボルト11aが複数本立設されている。
Since the septic tank 7 is generally installed in an extremely narrow place, the pedestal 1 constructed above the septic tank 7 also needs to be constructed in a narrow place, and when the crane or the like cannot be used. Since there are many cases, it is constructed by the following method. That is, four pedestal bases 11 as shown in FIG. 3 are fixed to the upper edge of the septic tank 7 in advance.
The pedestal base 11 has a large number of anchor bolt holes 12, 1
2, 12 are formed, and each anchor bolt hole 1
Anchor bolts can be inserted into 2 to be fixed to the upper peripheral edge of the septic tank 7, and a plurality of fixing bolts 11a for fixing the lower end of the main pillar 6 to the pedestal base 11 are provided upright. A plurality of fixing bolts 11a for fixing the lower end portion of the pillar 13 are provided upright.

【0007】このような架台ベース11を4箇所図2の
ように固定させておき、各架台ベース11に固定ボルト
11aを介し補助柱13,13,13,13をそれぞれ
立設させる。この各補助柱13は高さの低いものであ
り、その上端の上板部13aには、チェーンブロック1
4をそれぞれ取付けておき、さらに補助柱13の倒れを
防ぐために、固定ワイヤー15により補助柱13を支持
させておく。
Such a pedestal base 11 is fixed at four places as shown in FIG. 2, and auxiliary columns 13, 13, 13, 13 are erected on each pedestal base 11 via fixing bolts 11a. Each of the auxiliary columns 13 has a low height, and the chain block 1 is attached to the upper plate portion 13a at the upper end thereof.
4 are attached respectively, and in order to prevent the auxiliary column 13 from falling down, the auxiliary column 13 is supported by the fixing wire 15.

【0008】この状態で図2に示すように、先ず一対の
H鋼5,5を浄化槽7の側縁部に沿って置き、その上方
に直交状に梁材2を載置させて、梁材2と一対のH鋼
5,5をボルトにより固定する。この状態で各補助柱1
3,13,13,13のチェーンブロック14を、H鋼
5,5の端部にかけて、各チェーンブロック14,1
4,14,14を引き上げ、梁材2と一体化されたH鋼
5,5を所定高さまで持ち上げる。所定高さまで持ち上
げた状態で、H鋼5,5の両端側下面に、主柱6を構成
する第1柱材6Aをボルトにより連結する。なお、振れ
止めのためワイヤー16を補助柱13の上端と前記H鋼
5間にかけ渡しておくことができ、また、前記梁材2に
取付けられるチェーンブロック4,4は、このような主
柱6の高さの低い状態で予め取付けておくことができ
る。
In this state, as shown in FIG. 2, first, a pair of H steels 5 and 5 are placed along the side edges of the septic tank 7, and the beam 2 is placed orthogonally thereabove, and the beam 2 2 and a pair of H steels 5 and 5 are fixed with bolts. Each auxiliary pillar 1 in this state
The chain blocks 14 of 3, 13, 13, 13 are hung on the ends of the H steels 5, 5 to form the chain blocks 14, 1
4, 14, 14 are pulled up, and the H steels 5, 5 integrated with the beam 2 are raised to a predetermined height. In a state of being lifted up to a predetermined height, the first pillar members 6A constituting the main pillars 6 are connected to the lower surfaces of both ends of the H steels 5 and 5 with bolts. It should be noted that a wire 16 can be laid between the upper end of the auxiliary column 13 and the H steel 5 in order to prevent sway, and the chain blocks 4 and 4 attached to the beam member 2 have such a main column 6 It can be installed in advance at a low height.

【0009】このようにして、梁材2と、H鋼5,5
と、その下端の第1柱材6A,6A,6A,6Aが一体
化された後に、一旦下方へ下ろして、再び各チェーンブ
ロック14,14,14を、第1柱材6A,6A,6
A,6Aの下端に形成されているフランジ部Fに引っ掛
け、この状態で各チェーンブロック14,14,14,
14を引き上げて、第1柱材6Aの下端部を所定高さま
で持ち上げることができ、その状態で各第1柱部6A,
6A,6A,6Aの下端にフランジFを介し、第2柱材
6B,6B,6B,6Bをボルトにより連結する。
In this way, the beam 2 and the H steels 5, 5 are
And, after the first pillar members 6A, 6A, 6A, 6A at the lower end thereof are integrated, they are once lowered, and the respective chain blocks 14, 14, 14 are again fixed to the first pillar members 6A, 6A, 6A.
Hook onto the flange portion F formed at the lower end of A, 6A, and in this state, each chain block 14, 14, 14,
14 can be pulled up to lift the lower end portion of the first pillar member 6A to a predetermined height, and in that state, each first pillar member 6A,
The second pillar members 6B, 6B, 6B, 6B are connected by bolts to the lower ends of 6A, 6A, 6A via a flange F.

【0010】これにより、主柱6の高さは第1柱材6A
と第2柱材6Bの寸法分の高さとなり、さらに一旦下ろ
した後に、第2柱材6B,6B,6Bの下端のフランジ
Fに各チェーンブロック14,14,14を引っ掛け
て、チェーンブロック14,14,14を引き上げるこ
とにより、第2柱材6B,6B,6Bの下端を所定高さ
位置に持ち上げることができ、この状態で、各第2柱材
6Bの下端に第3柱材6Cをボルトにより連結して、主
柱6の高さを更に増加させることができる。また、必要
に応じ同様な方法により、第4柱材6D,6D,6Dを
各主柱6の下端に連結して主柱の長さを延長することが
でき、さらに必要があれば、更にその下方へ第5,第6
の柱材を連結して、主柱6の高さを増加させることがで
きる。
As a result, the height of the main pillar 6 is the first pillar material 6A.
And the height of the second pillar member 6B, and after lowering it once, hook each chain block 14, 14, 14 on the flange F at the lower end of the second pillar member 6B, 6B, 6B, and , 14, 14 can be lifted to the predetermined height position of the second pillar members 6B, 6B, 6B, and in this state, the third pillar member 6C is attached to the lower end of each second pillar member 6B. By connecting with bolts, the height of the main pillar 6 can be further increased. In addition, the length of the main pillar can be extended by connecting the fourth pillar members 6D, 6D, 6D to the lower ends of the respective main pillars 6 by a similar method, if necessary, and further, if necessary. 5th and 6th downward
The height of the main pillar 6 can be increased by connecting the pillar materials.

【0011】このようにして、架台1を、狭い現場にお
いて良好に人力のみで構築することができ、構築した架
台に取り付けたチェーンブロック4,4により、水車8
を良好な高さまで持ち上げて、軸受け10の交換作業を
行うことができる。なお、本例では浄化槽7の水車8を
持ち上げる場合を例示したが、水車以外の他の重量物を
持ち上げるための架台においても、同様な方法により、
狭い場所で高さの低い補助柱13を介して良好な高さに
架台を構築することができ、重量の大となる高さの高い
補助柱を立設する必要がなく、架台の構築が人力で容易
かつ良好に行い得る。
In this way, the gantry 1 can be satisfactorily constructed in a narrow field with only human power, and the chain blocks 4 and 4 attached to the constructed pedestal make it possible to construct the water turbine 8
Can be lifted to a good height and the bearing 10 can be replaced. In addition, although the case where the water turbine 8 of the septic tank 7 is lifted is illustrated in this example, the same method can be applied to a pedestal for lifting other heavy objects other than the water turbine.
A pedestal can be constructed at a good height through a low-height auxiliary column 13 in a narrow place, and it is not necessary to erect a high-height auxiliary column, which is heavy, and the pedestal can be constructed manually. Can be done easily and satisfactorily.

【0012】[0012]

【発明の効果】本発明は、2本以上の柱材を縦方向に連
結して立設される2本以上の主柱と、該主柱間の上部に
横設される梁材とを備えた重量物持ち上げ用の架台を構
築する構築方法であって、前記主柱の立設位置の近傍に
チェーンブロック等を備えた前記主柱よりも相当低い補
助柱を立設し、該補助柱のチェーンブロック等により先
ず前記梁材を所定位置まで持ち上げ、梁材の下部に前記
主柱を構成する第1の柱材を連結した後、前記チェーン
ブロック等を第1の柱材の下端にかけて、第1の柱材の
下端を所定高さまで持ち上げ、該第1の柱材の下端に第
2の柱材の上端を連結し、順次所定の高さまで柱材を積
み重ねることとしたため、高さの低い補助柱に設けられ
たチェーンブロック等により、主柱を構成する柱材の下
端を所定高さに次々と持ち上げて、その下部に別の柱材
を連結して、主柱の高さを増加させ、狭い現場で所定高
さの架台を良好に構築することができ、重量が大となる
高さの高い補助柱を立設する必要がなく、架台の構築が
人力のみで行える効果を有する。
The present invention comprises two or more main pillars which are vertically arranged by vertically connecting two or more pillar materials, and a beam material which is provided horizontally above the main pillars. In the construction method for constructing a gantry for lifting heavy objects, an auxiliary column that is considerably lower than the main column equipped with a chain block and the like is erected near the erected position of the main column, and the auxiliary column of the auxiliary column is First, the beam member is lifted to a predetermined position by a chain block or the like, and the first pillar member that constitutes the main pillar is connected to the lower portion of the beam member, and then the chain block or the like is hung on the lower end of the first pillar member to Since the lower end of the first pillar member is lifted to a predetermined height, the upper end of the second pillar member is connected to the lower end of the first pillar member, and the pillar members are sequentially stacked up to a predetermined height, the auxiliary member having a low height is assisted. The lower end of the pillar material that composes the main pillar is moved to a specified height by the chain block installed on the pillar. The height of the main pillar can be increased by connecting it to the lower part of the pillar, and the height of the main pillar can be increased. There is no need to erect high auxiliary columns, and the construction of the gantry has the effect that it can be done by human power alone.

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

【図1】架台の正面構成図である。FIG. 1 is a front view of a pedestal.

【図2】架台の配置状態を示す平面構成図である。FIG. 2 is a plan configuration diagram showing an arrangement state of a gantry.

【図3】架台ベースの平面図である。FIG. 3 is a plan view of a gantry base.

【図4】吊り金具の正面図である。FIG. 4 is a front view of a hanging metal fitting.

【符号の説明】[Explanation of symbols]

1 架台 2 梁材 3 吊り金具 4 チェーンブロック 5 H鋼 6 主柱 6A 第1柱材 6B 第2柱材 6C 第3柱材 11 架台ベース 13 補助柱 14 チェーンブロック 15,16 ワイヤー F フランジ 1 frame 2 beam material 3 suspension metal fittings 4 chain block 5 H steel 6 main pillar 6A 1st pillar material 6B 2nd pillar material 6C 3rd pillar material 11 frame base 13 auxiliary pillar 14 chain block 15, 16 wire F flange

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 2本以上の柱材を縦方向に連結して立設
される2本以上の主柱と、該主柱間の上部に横設される
梁材とを備えた重量物持ち上げ用の架台を構築する構築
方法であって、前記主柱の立設位置の近傍にチェーンブ
ロック等を備えた前記主柱よりも相当低い補助柱を立設
し、該補助柱のチェーンブロック等により先ず前記梁材
を所定位置まで持ち上げ、梁材の下部に前記主柱を構成
する第1の柱材を連結した後、前記チェーンブロック等
を第1の柱材の下端にかけて、第1の柱材の下端を所定
高さまで持ち上げ、該第1の柱材の下端に第2の柱材の
上端を連結し、順次所定の高さまで柱材を積み重ねるこ
とを特徴とする重量架台の構築方法。
1. A heavy load lifting machine comprising two or more main pillars which are vertically installed by connecting two or more pillar materials in a vertical direction and a beam material which is horizontally installed above the main pillars. A construction method of constructing a pedestal for use, in which an auxiliary column that is considerably lower than the main column equipped with a chain block or the like is erected near the erected position of the main column, and the chain block or the like of the auxiliary column is used. First, the beam member is lifted up to a predetermined position, the first column member that constitutes the main column is connected to the lower portion of the beam member, and then the chain block or the like is hung on the lower end of the first column member to form the first column member. Is lifted to a predetermined height, the upper end of the second pillar is connected to the lower end of the first pillar, and the pillars are sequentially stacked to a predetermined height.
JP3411193A 1993-01-28 1993-01-28 Building method for heavy weight frame Pending JPH06227787A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3411193A JPH06227787A (en) 1993-01-28 1993-01-28 Building method for heavy weight frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3411193A JPH06227787A (en) 1993-01-28 1993-01-28 Building method for heavy weight frame

Publications (1)

Publication Number Publication Date
JPH06227787A true JPH06227787A (en) 1994-08-16

Family

ID=12405168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3411193A Pending JPH06227787A (en) 1993-01-28 1993-01-28 Building method for heavy weight frame

Country Status (1)

Country Link
JP (1) JPH06227787A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108423565A (en) * 2018-04-18 2018-08-21 中铁十九局集团轨道交通工程有限公司 The erection of U-shaped twin beams gantry crane with hook and Demolition Construction method
KR102240577B1 (en) * 2020-10-20 2021-04-14 박근우 Piping structure for building and method of setting up the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62280196A (en) * 1986-05-26 1987-12-05 日立建機株式会社 Mast push-up device for climbing crane
JPH04203079A (en) * 1990-11-30 1992-07-23 Kyushu Denki Kensetsu Koji Kk Column body and assembly method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62280196A (en) * 1986-05-26 1987-12-05 日立建機株式会社 Mast push-up device for climbing crane
JPH04203079A (en) * 1990-11-30 1992-07-23 Kyushu Denki Kensetsu Koji Kk Column body and assembly method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108423565A (en) * 2018-04-18 2018-08-21 中铁十九局集团轨道交通工程有限公司 The erection of U-shaped twin beams gantry crane with hook and Demolition Construction method
KR102240577B1 (en) * 2020-10-20 2021-04-14 박근우 Piping structure for building and method of setting up the same
WO2022085840A1 (en) * 2020-10-20 2022-04-28 박근우 Building pipe structure and method for installing same

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