JP2007131453A - Climbing crane - Google Patents

Climbing crane Download PDF

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Publication number
JP2007131453A
JP2007131453A JP2005355376A JP2005355376A JP2007131453A JP 2007131453 A JP2007131453 A JP 2007131453A JP 2005355376 A JP2005355376 A JP 2005355376A JP 2005355376 A JP2005355376 A JP 2005355376A JP 2007131453 A JP2007131453 A JP 2007131453A
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Japan
Prior art keywords
crane
load
climbing
beams
girder
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JP2005355376A
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Japanese (ja)
Inventor
Mitsuharu Komada
充治 駒田
Koichiro Shibano
耕一郎 柴野
Shunsuke Yugawa
俊介 湯川
Takuma Sakamoto
拓磨 坂本
Hilmi Bin Ahmad
Hilmi Bin Ahmad
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Industrial Leasing Corp
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Industrial Leasing Corp
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Priority to JP2005355376A priority Critical patent/JP2007131453A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To solve a problem wherein load must be reduced because a burden of a beam is large in a conventional method for supporting a skeleton and a crane, although a position for installing the crane is an important problem in a building made of reinforced concrete and the construction method for installing the crane on an outer side of the building and adding masts in accordance with progress of the skeleton is used, but the number of horizontal stays and masts to be added for supporting the crane is proportional to height of the building and is increased, thereby increasing cost, and the climbing work to be sequentially performed is continuous and dangerous work at an elevated place, and as a result, the technology for floor-climbing the inside of the building is desirable. <P>SOLUTION: This climbing crane is constituted by providing load sensors on a plurality of beams of the crane for dispersing load of the crane onto the constructed beams at a plurality of stories by beams in a plurality of layers attached to a mast receiving base for supporting load of the climbing crane and providing adjusting machines in supporting parts of the plurality of constructed beams to measure and adjust load acting on the beams and the supporting parts of the beams in order to control load acting on each skeleton. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、構造物を建設するクライミングクレーンであり、順次構築した上階に移設を行うもので、クレーンの荷重を複数の桁で支えるクライミングクレーンに関する物である。  The present invention relates to a climbing crane for constructing a structure, which is relocated to an upper floor constructed sequentially, and relates to a climbing crane that supports a crane load with a plurality of girders.

従来のクライミングクレーンは図6に示すように構築した一つの階の2本の梁で、クレーンの全荷重を支える為、荷重を支える躯体の梁が弱い場合の補強作業は構築された室内であり、揚重機が使えず手作業が多くなり、尚かつ開口部に近く危険を伴う作業であり、解体を含め手間の掛かる作業である。  The conventional climbing crane is composed of two beams on one floor constructed as shown in Fig. 6 and supports the entire load of the crane, so the reinforcement work when the beam of the frame supporting the load is weak is the constructed room This is a work that requires a lot of manual work because the lifting machine cannot be used, and is close to the opening and is dangerous, and requires time and effort including dismantling.

これまで、クレーンの荷重を上下階の梁に分散した場合、上下階の梁の支持部に作用する荷重の計測と調整をする技術が無いため、躯体に作用する荷重は確認出来なかった。  So far, when the crane load is distributed to the upper and lower floor beams, there is no technique for measuring and adjusting the load acting on the upper and lower floor beam supports, so the load acting on the frame could not be confirmed.

図6に示すように、上からの荷重は補強柱とジャッキを用いて下階へ伝えるが、引き上げるマイナス荷重を下階へ伝えるにはアンカーボルトを下階へ通し引っ張る機材が必要である。
特許登録 第2529067号 特許公開 2005−154137号
As shown in FIG. 6, the load from above is transmitted to the lower floor using a reinforcing column and jack, but in order to transmit the negative load to be raised to the lower floor, equipment for pulling the anchor bolt through the lower floor is required.
Patent registration No. 2529067 Patent Publication No. 2005-154137

鉄筋コンクリート造りの建築においてクレーンを設置する位置は重要な問題であり、建物の外側にクレーンを設置し、躯体の進捗に合わせマストを継ぎ足す工法が用いられているが、クレーンを支える水平ステーと継ぎ足すマストの数は建物の高さに比例し、多くなり、コスト増大の要因であり、順次行われるクライミング作業は高所での危険な作業が続く為、建物の内部をフロアークライミングする技術が望まれている。  The position of crane installation in reinforced concrete construction is an important issue, and a method of installing a crane outside the building and adding a mast according to the progress of the frame is used. The number of masts added is proportional to the height of the building and increases, which is a factor of cost increase.Since the climbing work performed sequentially continues dangerous work at high places, the technology to climb the floor of the building is desired. It is rare.

この発明は、図1、5、7、に示すようにクライミングクレーンの荷重を支えるマスト受け台に取り付けた複数層の桁で、クレーンの荷重を構築された複数階の梁に荷重を分散するのを特徴とするクレーンの、複数の桁に荷重センサーと調整機を設け、桁と梁の支持部に作用する荷重の計測と調整をする事で、各々の躯体に作用する荷重の管理が出来る、クライミングクレーン。  As shown in FIGS. 1, 5, and 7, the present invention distributes a load to a plurality of beams constructed by a multi-layered girder attached to a mast cradle that supports the load of a climbing crane. By installing load sensors and adjusters on multiple girders, and measuring and adjusting the load acting on the beam and beam support, the load acting on each frame can be managed. Climbing crane.

この発明の荷重センサーと調整機を設けたクレーンの利点は、従来は躯体の強度が不足しフロアークライミングが不可能だった建物でも、荷重を上下の躯体に分散する事でフロアークライミングが出来、安全な作業環境が確保される。  The advantage of the crane with the load sensor and adjuster of this invention is that even in buildings where floor climbing was impossible due to insufficient strength of the frame, floor climbing can be performed safely by distributing the load to the upper and lower frames. A safe working environment.

各々の桁と梁の支持部に掛かる荷重を管理する事で躯体の梁に無理な力を掛ける事が無く、建築中の品質の確保と安全なクレーン作業が出来る。  By managing the load applied to each girder and beam support, it is possible to ensure quality during construction and safe crane work without applying excessive force to the beam of the frame.

建築物の中央寄りにクレーンを設置するので小型で済み、作業効率が良くなり、継ぎ足しのマスト、水平ステーが不要でコスト低減となる。  Since the crane is installed near the center of the building, it is small in size, improving work efficiency, eliminating the need for additional masts and horizontal stays, and reducing costs.

本発明は、図1、2、に示すように、フロアークライミングを行うクライミングクレーン16であり、マスト1を摺動する昇降装置2を具備し、構築された躯体に支持するもので、マスト受け台3に取り付けた上桁4、桁5でクレーンの荷重を構築された複数の梁12に荷重を分散するのを特徴とするクレーンの、上桁4桁5に荷重センサー10を設け、梁12の支持部23に調整機6を設け、各々支持部23に作用する荷重の計測と調整をする事で、各々の梁12に荷重を分散し、管理が出来る、クライミングクレーン。  As shown in FIGS. 1 and 2, the present invention is a climbing crane 16 that performs floor climbing, includes a lifting device 2 that slides a mast 1, and is supported by a built frame. A load sensor 10 is provided in the upper girder 4 girder 5 of the crane characterized in that the load is distributed to a plurality of beams 12 constructed with the upper girder 4 and the girder 5 attached to 3. A climbing crane in which the adjuster 6 is provided in the support portion 23 and the load acting on each support portion 23 is measured and adjusted, so that the load can be distributed and managed to each beam 12.

図1、4に示すようにマスト受け台3に上桁4、桁5の二層の桁を設け、上桁4と構築された梁12の支持部23に荷重センサー10と調整機6を設け、上桁4の支持部四カ所に掛かる荷重の計測と調整が出来る、クライミングクレーン。    As shown in FIGS. 1 and 4, the mast cradle 3 is provided with two layers of upper girders 4 and 5, and the load sensor 10 and the adjusting device 6 are provided on the support portion 23 of the upper girder 4 and the constructed beam 12. A climbing crane that can measure and adjust the load applied to the four support parts of the upper girder 4.

図1、2に示すようにマスト受け台に上桁4、桁5を設け、上桁4と構築された梁12の支持部23に荷重センサー10と調整機6を設け、調整ネジ7で梁12に作用する荷重の計測と調整が出来る、クライミングクレーン。    As shown in FIGS. 1 and 2, the upper girder 4 and the girder 5 are provided on the mast base, the load sensor 10 and the adjusting machine 6 are provided on the support part 23 of the beam 12 constructed with the upper girder 4, and Climbing crane that can measure and adjust the load acting on 12

図1、4、に示すように、上下二層の桁を設け、上桁4、下桁5と構築された梁12の支持部23に荷重センサー10と調整機6を設け、上桁4、桁5の両方の支持部に掛かる荷重の計測と調整が出来るもので、調整機のシムライナー9の増減で梁12に掛かる荷重の計測と調整が出来る、クライミングクレーン。  As shown in FIGS. 1 and 4, two-layer upper and lower girders are provided, and a load sensor 10 and an adjuster 6 are provided on the support part 23 of the beam 12 constructed with the upper and lower girders 4 and 5. A climbing crane that can measure and adjust the load applied to both support parts of the girder 5 and can measure and adjust the load applied to the beam 12 by increasing or decreasing the shim liner 9 of the adjuster.

図3、7に示すように、マスト受け台3に取り付けた上桁4,桁5、下桁30に荷重センサー10を設け、三層各々の折り畳み桁24と構築された三層階の梁12の支持部23に設けたくさび8を出し入れで調整し、各々の支持部23に作用する荷重の計測と調整のが出来る、クライミングクレーン。  As shown in FIGS. 3 and 7, load sensors 10 are provided on the upper girder 4, the girder 5, and the lower girder 30 attached to the mast cradle 3, and each of the three layers of the folding girder 24 and the three-layer floor beam 12 constructed. The climbing crane which can measure and adjust the load which acts on each support part 23 by adjusting the wedge 8 provided in the support part 23 in and out.

本発明は、コンクリート造り建築物の建築工事において、梁の強度が一層階でクレーンの荷重をを支えきらない場合、二層階に分散する事でフロアークライミング工法を利用出来る。  In the construction work of a concrete building, the present invention can use the floor climbing method by dispersing the beams on the second floor when the strength of the beams does not support the crane load on the first floor.

この発明を示す立面の一部カット図である。It is a partial cut figure of the elevation which shows this invention. 実施例1、2を示す立面の一部カット図である。It is a partial cutaway view of an elevation showing Examples 1 and 2. 実施例1、2、4を示す立面の一部カット図である。It is a partial cutaway view of an elevation showing Examples 1, 2, and 4. 実施例1、3を示す平面の一部カット図である。It is a partial cutaway view of a plane showing Examples 1 and 3. 実施例3を示す平面の一部カット図である。6 is a partial cut view of a plane showing Example 3. FIG. 従来の技術を示す立面図である。It is an elevational view showing a conventional technique. 実施例4を示す立面図である。FIG. 6 is an elevational view showing Example 4.

付号の説明Explanation of number

1・・・マスト 16・・クライミングクレーン
2・・・昇降装置 21・・押しボルト
3・・・マスト受け台 22・・ジャッキ
4・・・上桁 23・・支持部
5・・・桁 24・・折り畳み桁
6・・・調整機 25・・補強柱
7・・・調整ネジ 26・・床
8・・・くさび 27・・受け桁
9・・・シムライナー 28・・アンカーボルト穴
10・・荷重センサー 29・・柱
11・・ひんじ 30・・下桁
12・・梁 31・・ベース架台
13・・かんざし 32・・荷重表示機
14・・アンカーボルト 33・・信号ケーブル
DESCRIPTION OF SYMBOLS 1 ... Mast 16 ... Climbing crane 2 ... Lifting device 21 ... Push bolt 3 ... Mast stand 22 ... Jack 4 ... Upper girder 23 ... Supporting part 5 ... Girder 24 ...・ Folding girder 6 ・ ・ ・ Adjuster 25 ・ ・ Reinforcement pillar 7 ・ ・ ・ Adjustment screw 26 ・ ・ Floor 8 ・ ・ ・ Wedge 27 ・ ・ Receiver girder 9 ・ ・ ・ Sim liner 28 ・ ・ Anchor bolt hole 10 ・ ・ Load Sensor 29 ·· Pillar 11 ·· Hinji 30 · · Lower girder · · Beam 31 · · Base mount 13 · · Hairpin 32 · · Load indicator 14 · · Anchor bolt 33 · · Signal cable

Claims (5)

構築物に設置されるクライミングクレーンの荷重を支えるマスト受け台に設けた桁に、荷重センサーと調整機を設け、構築物に作用するクレーンの荷重を計測と調整が出来るのを特徴とする、クライミングクレーン。  A climbing crane characterized in that a load sensor and an adjuster are provided in a girder provided on a mast cradle that supports the load of the climbing crane installed in the structure, and the load on the crane acting on the structure can be measured and adjusted. 請求項1記載のクライミングクレーンの荷重を支えるマスト受け台に設けた複数層の桁で、クレーンの荷重を複数階の梁に分散し、複数の荷重センサーと複数の調整機を設け、桁と梁の支持部に作用するクレーンの荷重を計測と調整が出来るクライミングクレーン。  A multi-layered girder provided on a mast cradle for supporting a load of a climbing crane according to claim 1, wherein the crane load is distributed to beams on a plurality of floors, a plurality of load sensors and a plurality of adjusting machines are provided, and the girder and beam Climbing crane that can measure and adjust the load of the crane acting on the support part of 請求項2記載のクライミングクレーンであって、二層の桁を設け、上桁に荷重センサーと梁の支持部に調整機を設け、上桁の支持部に作用する荷重の計測と調整が出来る、クライミングクレーン。  The climbing crane according to claim 2, wherein a two-layered girder is provided, a load sensor and a beam support unit are provided on the upper girder, and a load acting on the upper girder support unit can be measured and adjusted. Climbing crane. 請求項1記載のクライミングクレーンであって、マスト受け台に複数の折り畳み桁を設け、各々の桁と梁の支持部に荷重センサーと調整機を設け、支持部に作用する荷重の計測と調整が出来る、クライミングクレーン。  The climbing crane according to claim 1, wherein a plurality of folding girders are provided on the mast cradle, a load sensor and an adjusting machine are provided on each girder and beam support, and the load acting on the support is measured and adjusted. A climbing crane that can be used. 請求項2記載のクライミングクレーンであって上、中、下、の三層の桁を設け、各々の桁に荷重センサーを取付、各々の支持部に調整機を設け、各々の支持部に作用する荷重の計測と調整が出来る、クライミングクレーン。  The climbing crane according to claim 2, wherein three layers of upper, middle, and lower girders are provided, a load sensor is attached to each of the girders, an adjuster is provided to each support portion, and acts on each support portion. Climbing crane that can measure and adjust the load.
JP2005355376A 2005-11-11 2005-11-11 Climbing crane Pending JP2007131453A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102328883A (en) * 2011-07-27 2012-01-25 长沙中联重工科技发展股份有限公司 Telescopic importing system and crane with same
CN105152039A (en) * 2015-09-07 2015-12-16 中国建筑一局(集团)有限公司 Super-long attachment device for slope building tower crane and slope building reverse-sequence construction method
CN108792938A (en) * 2018-06-26 2018-11-13 合肥市春华起重机械有限公司 A kind of bridge crane ruggedized construction

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58106380U (en) * 1982-01-12 1983-07-20 日立建機株式会社 Climbing crane mast support device
JPH045493U (en) * 1990-04-27 1992-01-20
JPH07205711A (en) * 1994-01-26 1995-08-08 Mitsubishi Heavy Ind Ltd Heavy equipment handling device
JPH08333813A (en) * 1995-06-07 1996-12-17 Takenaka Komuten Co Ltd Building method of building unit for vertical and horizontal conveying
JP2001130870A (en) * 1999-11-08 2001-05-15 Ishikawajima Transport Machinery Co Ltd Method and device for supporting climbing crane
JP2001220086A (en) * 1999-12-03 2001-08-14 Furukawa Co Ltd Load cell, and crane overturn alarming device
JP2002226172A (en) * 2001-02-01 2002-08-14 Yoshinaga Kikai Kk Climbing rack
JP2005280985A (en) * 2004-03-31 2005-10-13 Nabeya Iron & Tool Works Ltd Leveling jack, and leveling device having the same

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58106380U (en) * 1982-01-12 1983-07-20 日立建機株式会社 Climbing crane mast support device
JPH045493U (en) * 1990-04-27 1992-01-20
JPH07205711A (en) * 1994-01-26 1995-08-08 Mitsubishi Heavy Ind Ltd Heavy equipment handling device
JPH08333813A (en) * 1995-06-07 1996-12-17 Takenaka Komuten Co Ltd Building method of building unit for vertical and horizontal conveying
JP2001130870A (en) * 1999-11-08 2001-05-15 Ishikawajima Transport Machinery Co Ltd Method and device for supporting climbing crane
JP2001220086A (en) * 1999-12-03 2001-08-14 Furukawa Co Ltd Load cell, and crane overturn alarming device
JP2002226172A (en) * 2001-02-01 2002-08-14 Yoshinaga Kikai Kk Climbing rack
JP2005280985A (en) * 2004-03-31 2005-10-13 Nabeya Iron & Tool Works Ltd Leveling jack, and leveling device having the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102328883A (en) * 2011-07-27 2012-01-25 长沙中联重工科技发展股份有限公司 Telescopic importing system and crane with same
CN105152039A (en) * 2015-09-07 2015-12-16 中国建筑一局(集团)有限公司 Super-long attachment device for slope building tower crane and slope building reverse-sequence construction method
CN105152039B (en) * 2015-09-07 2017-12-08 中国建筑一局(集团)有限公司 Super-long attachment device for slope building tower crane and slope building reverse-sequence construction method
CN108792938A (en) * 2018-06-26 2018-11-13 合肥市春华起重机械有限公司 A kind of bridge crane ruggedized construction

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