JP2007131453A - Climbing crane - Google Patents
Climbing crane Download PDFInfo
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- 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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- crane
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- climbing
- beams
- girder
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Abstract
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。
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
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
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
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
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,
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.
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
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2005355376A JP2007131453A (en) | 2005-11-11 | 2005-11-11 | Climbing crane |
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JP2005355376A JP2007131453A (en) | 2005-11-11 | 2005-11-11 | Climbing crane |
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JP2007131453A true JP2007131453A (en) | 2007-05-31 |
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JP2005355376A Pending JP2007131453A (en) | 2005-11-11 | 2005-11-11 | Climbing crane |
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Cited By (3)
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 |
Citations (8)
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 |
-
2005
- 2005-11-11 JP JP2005355376A patent/JP2007131453A/en active Pending
Patent Citations (8)
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)
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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