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CAST-IN-PLACE CONSTRUCTION METHOD OF HEADBOARD
To disclose a construction method of cast-in-place beam erection.SOLUTION: A concrete piling machine device includes a support base 100, and a lift electric machine 101 is fixed and installed at an upper end face of the support base 100. A lift rod 104 is engaged with and connected to an upper part of an export shaft of the lift electric machine 101 with screws. A fixed vertical rod 103 fixed to an upper end face of the support base 100 is installed at the right of the lift electric machine 101. The fixed vertical rod 103 and the lift rod 104 are slidably engaged with and connected to each other. A lateral moving base 113 is fixed and installed at a right end face of the lift rod 104. A lateral moving box body 112 is fixed and installed in the lateral moving base 113. A lateral moving electric machine 105 is fixed and installed at a left end wall of the lateral moving box body 112. The export shaft of the lateral moving electric machine 105 is engaged with and connected to a periphery of a right end wall of the lateral moving box body 112. A lateral moving block 107 is engaged with and connected to an upper part of the export shaft of the lateral moving electric machine 105 with screws, and a fixed lateral rod 106 fixed into the lateral moving box body 112 is installed below the lateral moving electric machine 105.SELECTED DRAWING: Figure 1
【課題】本発明は場所打ち梁建ての工事方式を開示した。【解決手段】前記コンクリート杭打ち機装置は、支え台100を含み、前記支え台100の上端面に昇降電機101が固定設置され、前記昇降電機101の輸出軸のうわべに昇降ロッド104がねじで係合接続され、前記昇降電機101の右に前記支え台100の上端面に固定される固定縦ロッド103が設置され、前記固定縦ロッド103と前記昇降ロッド104が滑り係合接続され、前記昇降ロッド104の右端面に横移動台113が固定設置され、前記横移動台113の中に横移動筐体112が固定設置され、前記横移動筐体112の左端壁に横移動電機105が固定設置され、前記横移動電機105の輸出軸が前記横移動筐体112の右端壁に回り係合接続され、前記横移動電機105の輸出軸のうわべに横移動ブロック107がねじで係合接続され、前記横移動電機105の下に前記横移動筐体112の中に固定される固定横ロッド106が設置される。【選択図】図1
CAST-IN-PLACE CONSTRUCTION METHOD OF HEADBOARD
To disclose a construction method of cast-in-place beam erection.SOLUTION: A concrete piling machine device includes a support base 100, and a lift electric machine 101 is fixed and installed at an upper end face of the support base 100. A lift rod 104 is engaged with and connected to an upper part of an export shaft of the lift electric machine 101 with screws. A fixed vertical rod 103 fixed to an upper end face of the support base 100 is installed at the right of the lift electric machine 101. The fixed vertical rod 103 and the lift rod 104 are slidably engaged with and connected to each other. A lateral moving base 113 is fixed and installed at a right end face of the lift rod 104. A lateral moving box body 112 is fixed and installed in the lateral moving base 113. A lateral moving electric machine 105 is fixed and installed at a left end wall of the lateral moving box body 112. The export shaft of the lateral moving electric machine 105 is engaged with and connected to a periphery of a right end wall of the lateral moving box body 112. A lateral moving block 107 is engaged with and connected to an upper part of the export shaft of the lateral moving electric machine 105 with screws, and a fixed lateral rod 106 fixed into the lateral moving box body 112 is installed below the lateral moving electric machine 105.SELECTED DRAWING: Figure 1
【課題】本発明は場所打ち梁建ての工事方式を開示した。【解決手段】前記コンクリート杭打ち機装置は、支え台100を含み、前記支え台100の上端面に昇降電機101が固定設置され、前記昇降電機101の輸出軸のうわべに昇降ロッド104がねじで係合接続され、前記昇降電機101の右に前記支え台100の上端面に固定される固定縦ロッド103が設置され、前記固定縦ロッド103と前記昇降ロッド104が滑り係合接続され、前記昇降ロッド104の右端面に横移動台113が固定設置され、前記横移動台113の中に横移動筐体112が固定設置され、前記横移動筐体112の左端壁に横移動電機105が固定設置され、前記横移動電機105の輸出軸が前記横移動筐体112の右端壁に回り係合接続され、前記横移動電機105の輸出軸のうわべに横移動ブロック107がねじで係合接続され、前記横移動電機105の下に前記横移動筐体112の中に固定される固定横ロッド106が設置される。【選択図】図1
CAST-IN-PLACE CONSTRUCTION METHOD OF HEADBOARD
笠木の場所打ち施工方法
XIE XIAO FENG (author)
2019-12-26
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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