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JP4302297B2 - Structural member mounting device - Google Patents

Structural member mounting device Download PDF

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Publication number
JP4302297B2
JP4302297B2 JP2000200739A JP2000200739A JP4302297B2 JP 4302297 B2 JP4302297 B2 JP 4302297B2 JP 2000200739 A JP2000200739 A JP 2000200739A JP 2000200739 A JP2000200739 A JP 2000200739A JP 4302297 B2 JP4302297 B2 JP 4302297B2
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Prior art keywords
structural member
carriage
mounting
support member
frame
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JP2000200739A
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Japanese (ja)
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JP2002021333A (en
Inventor
一郎 大玉
武夫 尾沢
弘行 中山
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ドーピー建設工業株式会社
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Description

【0001】
【発明の属する技術分野】
この発明はプレキャストコンクリート部材や鋼製部材等の構造部材をその取付位置まで搬送可能で、取付位置において取付完了まで構造部材を保持する構造部材の取付装置に関するものである。
【0002】
【従来の技術及び発明が解決しようとする課題】
例えば既存建物の耐力壁を耐震補強するためにプレキャストコンクリート(PC)の壁版を既存の耐力壁に重ねて設置する場合、または耐力壁のない開口部に新規にPC壁版を設置する場合、PC壁版は上端と下端においてアンカーと無収縮モルタル等によって上下の梁やスラブに、幅方向両端において隣接するPC壁版や柱に固定されるが、固定作業が完了するまでは取付精度の確保上、鉛直状態に保持され続ける必要がある。
【0003】
通常は上階側の躯体に取り付けられるチェーンブロック等の吊り支持装置からPC壁版を懸垂させ、人力により鉛直状態に保たれるが、吊り支持させる方法ではPC壁版が揺れ易く、安定性と安全性に欠ける上、鉛直性保持の確実さにも欠ける問題がある他、壁版の面内方向及び面外方向の角度調整が効かない不都合がある。
【0004】
またチェーンブロック等に支持させるまでは台車に載せてPC壁版を搬入する必要があり、搬入用の装置と支持用の装置が分離しているため、搬送から支持までの移行の効率が悪い。
【0005】
チェーンブロック等と人力による構造部材取付時の上記問題はPC壁版の屋内での設置作業に限らず、屋外での設置作業の場合、あるいは壁版以外のPC部材や鋼製部材等の構造部材を用いる場合にも言える。
【0006】
この発明は上記背景より、構造部材の取付時の安全性と安定性を確保し、作業効率を高める取付装置を提案するものである。
【0007】
【課題を解決するための手段】
本発明では車輪を有し、走行自在な台車に、構造部材を台車の幅方向片側において支持する支持部材を搭載し、台車に支持された支持部材によって取付作業中、構造部材を保持することにより安定性と安全性を確保すると共に、搬送と取付の効率を向上させる。
【0008】
支持部材は台車に対して昇降自在で、台車の幅方向に往復動自在に台車に支持され、台車に対する昇降と幅方向の往復動によって構造部材の高さ方向と厚さ方向、もしくは幅方向の位置調整が行われる。
【0009】
請求項に記載のように支持部材を台車の幅方向の軸の回りに回転自在に台車に支持させれば、構造部材の、取付面に対する面内での角度調整が行え、請求項に記載のように支持部材を台車の走行方向の軸の回りに傾斜自在にすれば、構造部材の、取付面に対する面外方向の角度調整が行える。支持部材は昇降フレームに支持される場合には請求項に記載のように昇降フレームと共に台車の走行方向の軸の回りに傾斜自在となる場合もある。
【0010】
請求項では支持部材が台車の幅方向の軸の回りに回転自在であることで、構造部材の取付状態での高さが大きい場合等に、構造部材を寝かせた状態で搬送し、取付位置で起立させることができるため、取付装置が走行する通路の高さがない場合や通路の上方に障害物がある場合にも取付装置に構造部材を載せたまま取付位置まで搬送することができる。
【0011】
支持部材は具体的には請求項に記載のように台車上に固定されたフレームに昇降自在に支持される昇降フレームに支持されることで、台車に対して昇降自在となる。台車の幅方向には例えば請求項に記載のように昇降フレーム上に架台が載置され、架台上に支持部材が支持されることで、昇降フレームに支持されたまま、架台と共に昇降フレームに対して往復動自在となる。この場合、支持部材は架台及び昇降フレームと共にフレームに対して昇降する。
【0012】
構造部材の取付は搬送時の支持状態のまま、または上記のように搬送時より起立させた状態で行われ、いずれの場合も搬送状態から、取付のための支持状態までの移行に構造部材の移し替えの必要がないため、搬送から取付へ即座に移行でき、取付効率が向上する。
【0013】
搬送後、構造部材の取付位置において構造部材を台車側へ引き寄せた状態で構造部材回りに作業空間を確保できる場合はその状態で取付が行われ、引き寄せた状態では構造部材回りに作業空間が確保できない場合は支持部材を台車の幅方向に突出させ、構造部材を台車から取付面側へ突出させた状態で取付が行われる。
【0014】
支持部材による構造部材の支持状態は請求項に記載のように支持部材の構造部材側に構造部材の形状に応じ、構造部材に面で接触可能で、構造部材が接続される取付板を接続することにより安定する。この場合、構造部材の全体的な形状や表面形状に対応した形状をする複数通りの取付板を着脱自在に支持部材に接続すれば、取付板の交換のみによって単一の取付装置によって自由な形状の構造部材に対応することが可能になる。
【0015】
構造部材を突出させた状態で取付を行う場合に、台車が転倒する可能性がある場合には請求項に記載のように台車の、構造部材を支持する側にその幅方向に伸縮自在なアウトリガーが装着される。または請求項に記載のように台車の、構造部材を支持する側の反対側にカウンターウェイトが搭載される。
【0016】
アウトリガーが装着される場合は走行時にアウトリガーを収縮させておくことで、取付装置が走行する通路の幅が狭い場合にも取付装置による搬送が可能であり、カウンターウェイトが搭載される場合も少なくとも台車の走行時にカウンターウェイトが台車の幅の範囲内に納まっていれば、カウンターウェイトが取付装置の走行時の障害になることはない。
【0017】
【発明の実施の形態】
この発明の取付装置1は図1,図2に示すように車輪2aを有し、床面上や路面上等を走行自在な台車2と、台車2の幅方向片側において予め製作された構造部材19を支持し、構造部材19の取付位置において取付完了まで保持する支持部材3から構成される。
【0018】
台車2の幅方向とは台車2の走行方向に直交する水平方向を言い、図1,図2における車輪2aの軸方向を指す。台車2の走行方向とは図1,図2の車輪2aの向きを指すが、車輪2aは任意の方向を向き得るため、台車2は図1,図2における車輪2aの軸方向に走行することもできる。
【0019】
図6〜図8では構造部材19としてプレキャストコンクリートの壁版を使用した場合を示しているが、構造部材19にはその他のプレキャストコンクリート部材、鋼製部材が含まれる。また同図では屋内での壁版の施工要領を示しているが、本取付装置1は外壁に対する壁版の施工や、PCタンクにおける壁の施工のような屋外での施工にも使用される。
【0020】
台車2上には支持部材3を昇降自在に支持するフレーム4が固定され、フレーム4にはフレーム4に沿って支持部材3を昇降させる昇降フレーム5が支持され、昇降フレーム5に支持部材3が支持される。台車2上にはまた、後述の油圧シリンダ7,9の伸縮を操作するための油圧ユニット6が搭載される。
【0021】
フレーム4は基本的に4本の支柱4aと隣接する支柱4a,4aの頭部をつなぐつなぎ材4bから組み立てられる。昇降フレーム5は図1のx−x線断面図である図3に示すように水平材5aから方形状に組み立てられた状態でフレーム4の内周側に配置され、図2に示すように台車2に軸が鉛直方向を向いて固定される油圧シリンダ7のピストンロッド7aに接続されることによりその伸縮によって昇降自在に台車2上に支持される。
【0022】
図3に示すように昇降フレーム5の外周のいずれかの支柱4aの位置には油圧シリンダ7による昇降時の安定性確保のために、支柱4aに沿って転動するローラ5bが接続される。
【0023】
図1に示すように昇降フレーム5上には支持部材3を直接支持する架台8が載置されると共に、軸が台車2の幅方向を向いて油圧シリンダ9が固定される。架台8は油圧シリンダ9のピストンロッド9aに接続されることによりその伸縮によって台車2の幅方向に往復動自在に支持される。
【0024】
架台8は台車2の走行方向に並列するフレーム4の支柱4a,4a間に配置され、支持部材3はフレーム4に対しては昇降フレーム5及び架台8と共に昇降し、昇降フレーム5に対しては架台8と共に台車2の幅方向に往復動する。
【0025】
図1及びそのy−y線断面図である図4に示すように昇降フレーム5には架台8に常に接触するローラ5cが接続され、架台8は昇降フレーム5のローラ5cに接触することにより油圧シリンダ9による往復動時の水平状態を維持する。ローラ5cは台車2の幅方向に複数箇所配置される。
【0026】
図1において実線は昇降フレーム5と架台8がフレーム4側へ格納された状態で上昇し、壁版である構造部材19を寝かせた状態で支持しているときの様子を示す。二点鎖線は構造部材19を寝かせたまま、架台8と支持部材3が構造部材19の取付面側へ突出したときと、その状態で降下すると共に、後述のように支持部材3が軸の回りに回転して構造部材19を起立させたときの様子を示す。
【0027】
ここに示すように架台8に接続される油圧シリンダ9のピストンロッド9aが収縮し、架台8が後退した状態のとき、構造部材19は台車2から幅方向に突出しない程度の位置で支持部材3に支持される。ピストンロッド9aが伸長し、架台8が突出した状態のときには構造部材19はその下端部と台車2との間に空間が確保される程度まで突出する。
【0028】
昇降フレーム5の下面側にはその昇降時の水平状態を保持するために、台車2の幅方向の二箇所にスプロケット10やプーリ等が接続され、二個のスプロケット10等に台車2とフレーム4のつなぎ材4b間に張架されるチェーン11やロープ等が掛け渡される。
【0029】
チェーン11等の一端は図1に示すように構造部材19寄りのつなぎ材4bに連結され、その側に位置するスプロケット10等の下面側を経由し、反対側に位置するスプロケット10等の上面側を経由して他端が台車2に連結される。
【0030】
チェーン11等はつなぎ材4bと台車2間に張架され、二個のスプロケット10,10等を経由することにより平常時に昇降フレーム5を常に水平に保持するが、その状態から更に張力が与えられることで、構造部材19側のスプロケット10等をフレーム4に対して押し上げようとするため、昇降フレーム5の構造部材19側を上向きに傾斜させることができる。
【0031】
逆に平常状態から張力が緩められれば、構造部材19側のスプロケット10等が降下しようとするため、昇降フレーム5の構造部材19側を下向きに傾斜させることができ、チェーン11等の張力の調整によって昇降フレーム5を台車2の走行方向の軸の回りの傾斜角度を調整することができる。チェーン11等の張力調整は台車2、もしくはつなぎ材4bへの定着端に接続される軸部11aへのナット11bの螺合長さを調整することにより行われる。
【0032】
台車2の幅方向の構造部材19を支持する側の車輪2aと干渉しない位置には図1,図2に示すように構造部材19をフレーム4から張り出して支持したときの転倒防止のための、車輪12aが付いたアウトリガー12が出没自在に接続され、アウトリガー12の反対側にはアウトリガー12と共に台車2の転倒を防止するためのカウンターウェイト13が配置される。
【0033】
アウトリガー12の車輪12aは台車2から出没するロッド12bにボルト12cにより高さ調整自在に接続され、出没操作時と没入状態では床面や路面等から浮いた状態に置かれ、突出したときに床面や路面等に接触する。
【0034】
カウンターウェイト13もアウトリガー12と同様に台車2の幅方向に出没自在に接続されるロッド13b上に載置され、台車2の走行時には台車2の幅の範囲内に納まり、必要時に台車2から突出する。
【0035】
図1及びそのz−z線の矢視図である図5に示すように架台8上には支持部材3の軸方向の二箇所に軸受け14,14が固定され、支持部材3は軸受け14,14によって軸回りに回転自在に保持される。
【0036】
支持部材3の、構造部材19の反対側の端部にはディスク15が接続され、架台8の、ディスク15に対応した位置にはディスク15を把持する制動部材16が固定されており、支持部材3は軸受け14によって軸の回りに自由に回転し、制動部材16がディスク15を把持することにより任意の角度で静止する。支持部材3は軸受け14,14と制動部材16によって軸回りの角度調整が行われる。
【0037】
支持部材3の構造部材19側の端部には構造部材19が重なり、構造部材19を支持する取付板17が接続されており、取付板17には構造部材19を接続し、支持するためのボルト孔等の取付部17aが形成される。取付板17は構造部材19を支持した状態で安定させるために、構造部材19に面で接触する。
【0038】
取付板17は構造部材19に明けられたボルト孔、もしくは構造部材19の取付板17側に突設されたフック等の被取付部19aと取付部17aをボルトやピン、ワイヤ等の連結材18によって連結することにより構造部材19を支持する。
【0039】
図6,図7はプレキャストコンクリートの壁版である構造部材19の取付時の様子を示す。図6は構造部材19の取付位置に既設の壁20がある場合で、構造部材19を耐震補強のために既設の壁20に重ねて取り付ける場合、図7は既設の壁20がない開口部に耐震性を持たせるために、新規に耐震壁としての構造部材19を下階のスラブ21と上階の梁22間に取り付ける場合である。
【0040】
構造部材19がプレキャストコンクリートの壁版の場合、構造部材19の上端と下端からは主筋19bや定着筋が突出しており、構造部材19の取付は取付装置1に保持された状態で、その主筋19b等と、スラブ21と梁22に定着されているアンカー23を溶接その他の継手により接続し、構造部材19の周囲に無収縮モルタル等の充填材を充填することにより完了する。
【0041】
図8は構造部材19の搬送効率と取付効率を上げるために、取付装置1を構造部材19の取付専用の装置として使用し、取付装置1までの搬送に搬送専用の搬送台車24を使用して施工する場合の様子を示す。
【0042】
【発明の効果】
請求項では車輪を有する台車に搭載され、構造部材を台車の幅方向片側において支持する支持部材によって取付作業中、構造部材を保持するため、支持部材に構造部材を支持させたまま取付位置まで搬送し、そのまま取付を行うことができ、構造部材の搬送と取付の効率が向上する上、構造部材取付時の安全性と安定性が確保される。
【0043】
支持部材は台車に対して昇降自在で、台車の幅方向に往復動自在に台車に支持されるため、構造部材の高さ方向と厚さ方向、もしくは幅方向の位置調整が行え、取付位置の状況に対応しながら取付を行うことができる。
【0044】
請求項では支持部材を台車の幅方向の軸の回りに回転自在に台車に支持させるため、構造部材の、取付面に対する面内方向の角度調整が行え、請求項3,4では支持部材を台車の走行方向の軸の回りに傾斜自在にするため、構造部材の、取付面に対する面外方向の角度調整が行える。
【0045】
また請求項では支持部材が台車の幅方向の軸の回りに回転自在であることで、構造部材の取付状態での高さが大きい場合等に、構造部材を寝かせた状態で搬送し、取付位置で起立させることができるため、取付装置が走行する通路の高さがない場合や通路の上方に障害物がある場合にも取付装置に構造部材を載せたまま取付位置まで搬送することができる。
【0046】
請求項では構造部材に面で接触可能で、構造部材が接続される取付板を支持部材の構造部材側に接続するため、構造部材の形状に応じて構造部材を安定させた状態で支持することができ、特に構造部材の全体的な形状や表面形状に対応した形状の取付板を着脱自在に支持部材に接続すれば、単一の取付装置によって自由な形状の構造部材に適用することが可能になる。
【0047】
請求項では台車の、構造部材を支持する側にその幅方向に伸縮自在なアウトリガーを装着し、請求項では台車の、構造部材を支持する側の反対側にカウンターウェイトを搭載するため、構造部材を突出させた状態で取付を行う場合に台車の転倒を防止しながら、取付装置が走行する通路の幅が狭い場合での取付装置による搬送が可能になる。
【図面の簡単な説明】
【図1】取付装置を示した走行方向側の立面図である。
【図2】図1の側面図である。
【図3】図1のx−x線断面図である。
【図4】図1のy−y線断面図である。
【図5】図1のz−z線矢視図である。
【図6】取付位置に既設の壁がある場合の構造部材の取付状況を示した縦断面図である。
【図7】取付位置に既設の壁がない場合の構造部材の取付状況を示した縦断面図である。
【図8】取付装置と搬送台車を使用して施工する場合の様子を示した立面図である。
【符号の説明】
1……取付装置、2……台車、2a……車輪、3……支持部材、4……フレーム、4a……支柱、4b……つなぎ材、5……昇降フレーム、5a……水平材、5b……ローラ、5c……ローラ、6……油圧ユニット、7……油圧シリンダ、7a……ピストンロッド、8……架台、9……油圧シリンダ、9a……ピストンロッド、10……スプロケット、11……チェーン、11a……軸部、11b……ナット、12……アウトリガー、12a……車輪、12b……ロッド、12c……ボルト、13……カウンターウェイト、13a……ロッド、14……軸受け、15……ディスク、16……制動部材、17……取付板、17a……取付部、18……連結材、19……構造部材、19a……被取付部、19b……主筋、20……壁、21……スラブ、22……梁、23……アンカー、24……搬送台車。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structural member mounting apparatus capable of transporting a structural member such as a precast concrete member or a steel member to its mounting position and holding the structural member until the mounting is completed at the mounting position.
[0002]
[Prior art and problems to be solved by the invention]
For example, when installing a precast concrete (PC) wall slab overlaid on an existing bearing wall to seismically strengthen the bearing wall of an existing building, or when installing a new PC wall slab in an opening without a bearing wall, PC wall slabs are fixed to upper and lower beams and slabs by anchors and non-shrink mortar at the upper and lower ends, and to PC wall slabs and columns adjacent to each other in the width direction. It needs to be kept in the vertical state.
[0003]
Usually, the PC wall slab is suspended from a suspension support device such as a chain block attached to the upper-side frame and kept in a vertical state by human power. In addition to the lack of safety and the lack of certainty in maintaining the verticality, the angle adjustment in the in-plane direction and out-of-plane direction of the wall slab does not work.
[0004]
In addition, it is necessary to carry the PC wall slab on the carriage until it is supported by the chain block or the like. Since the loading apparatus and the supporting apparatus are separated, the efficiency of transfer from conveyance to support is poor.
[0005]
The above-mentioned problems when installing structural members by hand with chain blocks, etc. are not limited to indoor installation work of PC wall plates, but in the case of outdoor installation work, or structural members such as PC members and steel members other than wall plates This is also true when using.
[0006]
In view of the above background, the present invention proposes an attachment device that secures safety and stability at the time of attachment of a structural member and increases work efficiency.
[0007]
[Means for Solving the Problems]
In the present invention, a support member that supports a structural member on one side in the width direction of the carriage is mounted on a carriage that has wheels and is capable of traveling, and the structural member is held during the mounting operation by the support member supported by the carriage. While ensuring stability and safety, it improves the efficiency of transportation and mounting.
[0008]
The support member can be raised and lowered with respect to the carriage, and is supported by the carriage so as to be able to reciprocate in the width direction of the carriage, and can move in the height direction and thickness direction or width direction of the structural member by raising and lowering the carriage and the reciprocating movement in the width direction. Position adjustment is performed.
[0009]
If ask supported rotatably bogie support member about the width direction of the axis of the carriage as claimed in claim 2, the structural member, can the angle adjustment in a plane with respect to the mounting surface, to claim 3 If the support member is tilted about the axis in the traveling direction of the carriage as described, the angle of the structural member in the out-of-plane direction with respect to the mounting surface can be adjusted. When the support member is supported by the elevating frame, the support member may be tiltable about the axis in the traveling direction of the carriage together with the elevating frame as described in claim 4 .
[0010]
According to claim 2 , the support member is rotatable around an axis in the width direction of the carriage so that the structural member is conveyed in a laid state when the height of the structural member in the mounted state is large. Therefore, even when there is no height of the passage where the attachment device travels or when there is an obstacle above the passage, the attachment device can be transported to the attachment position while the structural member is placed on the attachment device.
[0011]
The support member that is specifically supported by the lift frame to be vertically movable supported by the fixed frame on the carriage as described in claim 1, comprising a vertically movable relative to the carriage. In the width direction of the carriage, for example, a pedestal is placed on the elevating frame as described in claim 1 , and the support member is supported on the pedestal so that the elevating frame is supported together with the gantry while being supported by the elevating frame. On the other hand, it can reciprocate freely. In this case, the supporting member moves up and down with respect to the frame together with the gantry and the lifting frame.
[0012]
The attachment of the structural member is performed in the support state at the time of transportation or in the state where it is raised from the time of transportation as described above. In any case, the structural member is moved from the transportation state to the support state for attachment. Since there is no need for transfer, it is possible to immediately shift from conveyance to mounting, and the mounting efficiency is improved.
[0013]
After transportation, if the work space can be secured around the structural member in the state where the structural member is pulled toward the carriage at the mounting position of the structural member, the work space is secured in that state, and in the pulled state, the work space is secured around the structural member. If it is not possible, the mounting is performed with the support member protruding in the width direction of the carriage and the structural member protruding from the carriage toward the mounting surface.
[0014]
Supporting state of the structural member by the support member corresponding to the shape of the structural member side structural member of the support member as claimed in claim 5, capable of contacting with a surface to a structural member, connecting the mounting plate structural member is connected To stabilize. In this case, if a plurality of mounting plates having shapes corresponding to the overall shape and surface shape of the structural member are detachably connected to the support member, the shape can be freely adjusted by a single mounting device only by replacing the mounting plate. It becomes possible to correspond to the structural member.
[0015]
When mounting with the structural member protruded, if there is a possibility that the cart may fall down, as described in claim 6 , the cart can be extended and contracted in the width direction on the side supporting the structural member. An outrigger is installed. Alternatively, as described in claim 7 , a counterweight is mounted on the side of the carriage opposite to the side supporting the structural member.
[0016]
When the outriggers are installed, the outriggers can be contracted during travel so that they can be transported by the mounting device even when the width of the path in which the mounting device travels is narrow. If the counterweight is within the width of the carriage during the travel, the counterweight does not become an obstacle during travel of the mounting device.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
The mounting device 1 of the present invention has wheels 2a as shown in FIGS. 1 and 2, and a carriage 2 that can run on a floor surface, a road surface, and the like, and a structural member that is manufactured in advance on one side of the carriage 2 in the width direction. The support member 3 is configured to support 19 and hold it at the attachment position of the structural member 19 until the attachment is completed.
[0018]
The width direction of the carriage 2 refers to the horizontal direction orthogonal to the traveling direction of the carriage 2 and refers to the axial direction of the wheel 2a in FIGS. The traveling direction of the carriage 2 refers to the direction of the wheel 2a in FIGS. 1 and 2, but since the wheel 2a can be in any direction, the carriage 2 must travel in the axial direction of the wheel 2a in FIGS. You can also.
[0019]
6 to 8 show a case where a precast concrete wall slab is used as the structural member 19, the structural member 19 includes other precast concrete members and steel members. Moreover, although the installation procedure of the wall slab indoor is shown in the same figure, this attachment apparatus 1 is used also for the construction outdoors such as the construction of the wall slab on the outer wall and the wall construction in the PC tank.
[0020]
A frame 4 that supports the support member 3 so as to be movable up and down is fixed on the carriage 2. A lift frame 5 that lifts and lowers the support member 3 along the frame 4 is supported on the frame 4, and the support member 3 is supported on the lift frame 5. Supported. Also mounted on the carriage 2 is a hydraulic unit 6 for operating expansion and contraction of hydraulic cylinders 7 and 9, which will be described later.
[0021]
The frame 4 is basically assembled from the connecting material 4b that connects the four supporting columns 4a and the heads of the adjacent supporting columns 4a, 4a. The lifting frame 5 is arranged on the inner peripheral side of the frame 4 in a state of being assembled in a square shape from the horizontal member 5a as shown in FIG. 3 which is a sectional view taken along line xx of FIG. By being connected to a piston rod 7a of a hydraulic cylinder 7 whose shaft is fixed to 2 in a vertical direction, it is supported on the carriage 2 so that it can be raised and lowered by its expansion and contraction.
[0022]
As shown in FIG. 3, a roller 5b that rolls along the column 4a is connected to the position of any column 4a on the outer periphery of the lifting frame 5 in order to ensure stability when the hydraulic cylinder 7 moves up and down.
[0023]
As shown in FIG. 1, a gantry 8 that directly supports the support member 3 is placed on the elevating frame 5, and the hydraulic cylinder 9 is fixed with the shaft facing the width direction of the trolley 2. The gantry 8 is connected to the piston rod 9a of the hydraulic cylinder 9 so that it can be reciprocated in the width direction of the carriage 2 by its expansion and contraction.
[0024]
The gantry 8 is disposed between the columns 4a and 4a of the frame 4 that are arranged in parallel with the traveling direction of the carriage 2. The support member 3 moves up and down with the elevating frame 5 and the gantry 8 with respect to the frame 4, and with respect to the elevating frame 5. It reciprocates in the width direction of the carriage 2 together with the gantry 8.
[0025]
As shown in FIG. 1 and FIG. 4, which is a sectional view taken along the line yy, the elevating frame 5 is connected to a roller 5 c that is always in contact with the gantry 8, and the gantry 8 is in contact with the roller 5 c of the elevating frame 5. The horizontal state during the reciprocating motion by the cylinder 9 is maintained. A plurality of rollers 5c are arranged in the width direction of the carriage 2.
[0026]
In FIG. 1, a solid line shows a state in which the elevating frame 5 and the gantry 8 are lifted in a state where they are stored on the frame 4 side, and the structural member 19 that is a wall slab is supported in a laid state. The alternate long and two short dashes line is lowered when the gantry 8 and the support member 3 protrude toward the mounting surface side of the structural member 19 with the structural member 19 laid down, and the support member 3 rotates around the axis as described later. A state when the structural member 19 is erected by rotating is shown in FIG.
[0027]
As shown here, when the piston rod 9a of the hydraulic cylinder 9 connected to the gantry 8 is contracted and the gantry 8 is retracted, the structural member 19 does not protrude from the carriage 2 in the width direction. Supported by When the piston rod 9a extends and the mount 8 protrudes, the structural member 19 protrudes to such an extent that a space is secured between the lower end portion and the carriage 2.
[0028]
In order to maintain the horizontal state when the elevator frame 5 is moved up and down, sprockets 10 and pulleys are connected to two positions in the width direction of the carriage 2, and the carriage 2 and the frame 4 are connected to the two sprockets 10 and the like. A chain 11, a rope, etc. stretched between the connecting materials 4 b are spanned.
[0029]
As shown in FIG. 1, one end of the chain 11 or the like is connected to the connecting member 4b near the structural member 19 and passes through the lower surface side of the sprocket 10 etc. located on that side, and the upper surface side of the sprocket 10 etc. located on the opposite side The other end is connected to the carriage 2 via.
[0030]
The chain 11 and the like are stretched between the connecting material 4b and the carriage 2 and always hold the elevating frame 5 horizontally through the two sprockets 10 and 10 etc., but further tension is applied from this state. Thus, since the sprocket 10 on the structural member 19 side is to be pushed up with respect to the frame 4, the structural member 19 side of the lifting frame 5 can be inclined upward.
[0031]
Conversely, if the tension is relaxed from the normal state, the sprocket 10 on the structural member 19 side tends to descend, so the structural member 19 side of the lifting frame 5 can be inclined downward, and the tension of the chain 11 etc. can be adjusted. Thus, the inclination angle of the lifting frame 5 about the axis of the traveling direction of the carriage 2 can be adjusted. The tension of the chain 11 and the like is adjusted by adjusting the screwing length of the nut 11b to the shaft portion 11a connected to the carriage 2 or the fixing end to the connecting member 4b.
[0032]
As shown in FIG. 1 and FIG. 2, the structural member 19 is projected from the frame 4 and supported at a position where it does not interfere with the wheel 2 a on the side supporting the structural member 19 in the width direction of the carriage 2. An outrigger 12 with wheels 12 a is connected to be freely movable, and a counterweight 13 for preventing the cart 2 from falling over is disposed together with the outrigger 12 on the opposite side of the outrigger 12.
[0033]
The wheel 12a of the outrigger 12 is connected to a rod 12b protruding and retracting from the carriage 2 by a bolt 12c so as to be adjustable in height, and is placed in a state of floating from the floor surface or road surface during the retracting operation and in the retracted state. Touch the surface or road surface.
[0034]
Similarly to the outrigger 12, the counterweight 13 is placed on a rod 13b that can be moved in and out in the width direction of the carriage 2, and is placed within the width of the carriage 2 when the carriage 2 runs, and protrudes from the carriage 2 when necessary. To do.
[0035]
As shown in FIG. 1 and FIG. 5 which is an arrow view of the z-z line, bearings 14 and 14 are fixed on the gantry 8 at two positions in the axial direction of the support member 3. 14 is held rotatably around the axis.
[0036]
A disk 15 is connected to the end of the support member 3 opposite to the structural member 19, and a brake member 16 that holds the disk 15 is fixed to the base 8 at a position corresponding to the disk 15. 3 is freely rotated around the shaft by a bearing 14 and is stopped at an arbitrary angle when the braking member 16 grips the disk 15. The support member 3 is angle-adjusted about its axis by the bearings 14 and 14 and the braking member 16.
[0037]
The structural member 19 overlaps the end of the supporting member 3 on the structural member 19 side, and a mounting plate 17 that supports the structural member 19 is connected. The mounting plate 17 connects and supports the structural member 19. A mounting portion 17a such as a bolt hole is formed. In order to stabilize the mounting plate 17 in a state where the structural member 19 is supported, the mounting plate 17 contacts the structural member 19 on the surface.
[0038]
The mounting plate 17 is a bolt hole provided in the structural member 19, or a mounted portion 19a such as a hook projecting on the mounting plate 17 side of the structural member 19 and the mounting portion 17a. The structural member 19 is supported by connecting with each other.
[0039]
6 and 7 show a state when the structural member 19 which is a precast concrete wall slab is attached. FIG. 6 shows the case where the existing wall 20 is present at the mounting position of the structural member 19, and when the structural member 19 is attached to the existing wall 20 for seismic reinforcement, FIG. 7 shows an opening where there is no existing wall 20. This is a case where a structural member 19 as a seismic wall is newly attached between the slab 21 on the lower floor and the beam 22 on the upper floor in order to provide earthquake resistance.
[0040]
When the structural member 19 is a precast concrete wall slab, the main bar 19b and the fixing bar protrude from the upper and lower ends of the structural member 19, and the main bar 19b is attached to the structural member 19 while being held by the mounting device 1. The slab 21 and the anchor 23 fixed to the beam 22 are connected by welding or other joints, and the structural member 19 is filled with a filler such as a non-shrink mortar.
[0041]
FIG. 8 shows that the mounting device 1 is used as a dedicated device for mounting the structural member 19 in order to increase the transport efficiency and the mounting efficiency of the structural member 19, and the transport cart 24 dedicated for transport is used for transport to the mounting device 1. The state of construction is shown.
[0042]
【The invention's effect】
In claim 1 , the structural member is held during the mounting operation by the supporting member that is mounted on the carriage having the wheels and supports the structural member on one side in the width direction of the carriage, so that the structural member is supported by the supporting member up to the mounting position. It can be transported and mounted as it is, improving the efficiency of transporting and mounting the structural member, and ensuring safety and stability when mounting the structural member.
[0043]
The support member can move up and down with respect to the carriage, and is supported by the carriage so as to reciprocate in the width direction of the carriage, so that the position of the structural member can be adjusted in the height direction and thickness direction, or in the width direction. Installation can be performed while responding to the situation.
[0044]
For supporting the claims 2, support member rotatably bogie about the width axis of the bogie, the structural member, the angle adjustment of the plane direction with respect to the mounting surface is performed, the support member in claim 3, 4 In order to be able to tilt around an axis in the traveling direction of the carriage, the angle of the structural member in the out-of-plane direction relative to the mounting surface can be adjusted.
[0045]
According to the second aspect of the present invention , the support member is rotatable around an axis in the width direction of the carriage, so that the structural member is transported in a laid state when the height of the structural member is large. Since it is possible to stand at a position, even when there is no height of the passage where the attachment device travels or when there is an obstacle above the passage, it can be conveyed to the attachment position with the structural member mounted on the attachment device. .
[0046]
According to the fifth aspect of the present invention, the structural member can be contacted on the surface, and the mounting plate to which the structural member is connected is connected to the structural member side of the support member. Therefore, the structural member is supported in a stable state according to the shape of the structural member. In particular, if a mounting plate having a shape corresponding to the overall shape or surface shape of the structural member is detachably connected to the support member, it can be applied to a structural member having a free shape by a single mounting device. It becomes possible.
[0047]
In claim 6 , an outrigger that is extendable in the width direction is mounted on the side of the carriage that supports the structural member, and in claim 7 , the counterweight is mounted on the opposite side of the carriage that supports the structural member. When mounting is performed in a state where the structural member is protruded, conveyance by the mounting device is possible when the width of the path in which the mounting device travels is narrow while preventing the cart from overturning.
[Brief description of the drawings]
FIG. 1 is an elevation view of a traveling direction side showing an attachment device.
FIG. 2 is a side view of FIG.
3 is a cross-sectional view taken along line xx of FIG.
4 is a cross-sectional view taken along line yy of FIG.
5 is a view taken along the line zz in FIG. 1. FIG.
FIG. 6 is a longitudinal sectional view showing a mounting state of a structural member when there is an existing wall at the mounting position.
FIG. 7 is a longitudinal sectional view showing a state of attachment of a structural member when there is no existing wall at the attachment position.
FIG. 8 is an elevational view showing a state in which construction is performed using an attachment device and a transport carriage.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Mounting device, 2 ... Dolly, 2a ... Wheel, 3 ... Support member, 4 ... Frame, 4a ... Strut, 4b ... Connecting material, 5 ... Elevating frame, 5a ... Horizontal material, 5b ... Roller, 5c ... Roller, 6 ... Hydraulic unit, 7 ... Hydraulic cylinder, 7a ... Piston rod, 8 ... Mount, 9 ... Hydraulic cylinder, 9a ... Piston rod, 10 ... Sprocket, 11 ... Chain, 11a ... Shaft, 11b ... Nut, 12 ... Outrigger, 12a ... Wheel, 12b ... Rod, 12c ... Bolt, 13 ... Counterweight, 13a ... Rod, 14 ... Bearings, 15: Discs, 16: Braking members, 17: Mounting plates, 17a: Mounting portions, 18: Connecting materials, 19: Structural members, 19a: Mounted portions, 19b: Main bars, 20 …… Wall, 21 …… Slab, 22 …… Beam, 23 …… Anchor, 24 …… Conveyer cart.

Claims (7)

車輪を有し、走行自在な台車と、台車に搭載され、予め製作された構造部材を台車の幅方向片側において支持し、構造部材の取付位置において取付完了まで構造部材を保持する支持部材からなり、支持部材は台車に対して昇降自在で、台車の幅方向に往復動自在とされ、台車上にフレームが固定され、フレームに昇降フレームが昇降自在に支持され、かつ昇降フレームに支持部材が支持されてなる構造部材の取付装置において、昇降フレーム上に架台が載置され、架台上に支持部材が支持され、支持部材は架台及び昇降フレームと共にフレームに対して昇降し、架台と共に昇降フレームに対して台車の幅方向に往復動自在とされていることを特徴とする構造部材の取付装置。It has a wheel and a travelable carriage, and a support member that is mounted on the carriage and supports a prefabricated structural member on one side in the width direction of the carriage and holds the structural member at the mounting position of the structural member until the mounting is completed. The support member can be raised and lowered with respect to the carriage, and can be reciprocated in the width direction of the carriage, the frame is fixed on the carriage, the raising and lowering frame is supported to be raised and lowered, and the supporting member is supported by the raising and lowering frame. In the structural member mounting apparatus, the gantry is placed on the lifting frame, the support member is supported on the gantry, and the supporting member moves up and down with respect to the frame together with the gantry and the lifting frame. An apparatus for attaching a structural member, wherein the structural member is capable of reciprocating in the width direction of the carriage . 支持部材は台車の幅方向の軸の回りに回転自在である請求項1記載の構造部材の取付装置。2. The structural member mounting device according to claim 1, wherein the support member is rotatable about an axis in a width direction of the carriage. 支持部材は台車の走行方向の軸の回りに傾斜自在である請求項1または2のいずれかに記載の構造部材の取付装置。Support member mounting device structure according to any of claims 1 or 2 which is inclinable about a traveling direction of the axis of the carriage. 支持部材は昇降フレームと共に台車の走行方向の軸の回りに傾斜自在である請求項乃至請求項のいずれかに記載の構造部材の取付装置。Support member mounting device structure according to any of claims 1 to 3 is freely tilted about the traveling direction of the carriage with lifting frame axis. 支持部材の構造部材側に構造部材に面で接触可能で、構造部材が接続される取付板が接続されている請求項1乃至請求項のいずれかに記載の構造部材の取付装置。The structural member mounting device according to any one of claims 1 to 4 , wherein a mounting plate is connected to the structural member side of the support member so as to be able to contact the structural member with a surface and to which the structural member is connected. 台車の、構造部材を支持する側に、台車の幅方向に伸縮自在なアウトリガーが装着されている請求項1乃至請求項のいずれかに記載の構造部材の取付装置。The structural member mounting device according to any one of claims 1 to 5 , wherein an outrigger that is extendable in a width direction of the carriage is attached to a side of the carriage that supports the structural member. 台車の、構造部材を支持する側の反対側にカウンターウェイトが搭載されている請求項1乃至請求項のいずれかに記載の構造部材の取付装置。The structural member mounting device according to any one of claims 1 to 6, wherein a counterweight is mounted on a side of the carriage opposite to the side supporting the structural member.
JP2000200739A 2000-07-03 2000-07-03 Structural member mounting device Expired - Fee Related JP4302297B2 (en)

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Publication number Priority date Publication date Assignee Title
CN103510715A (en) * 2013-09-10 2014-01-15 东莞市彩丽建筑维护技术有限公司 Method for calibrating concrete prefabricated wallboard installation construction datum and calibrating device
CN103510715B (en) * 2013-09-10 2015-10-21 东莞市彩丽建筑维护技术有限公司 A kind of method and caliberating device demarcating concrete prefabricated wallboard installation construction datum

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