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1. 发明专利

JPS58222211A Pile driving work using platform and temporary pier 失效
标题翻译：使用平台和临时踩踏器进行皮带驱动工作
公开(公告)号：JPS58222211A
公开(公告)日：1983-12-23
申请号：JP10390282
申请日：1982-06-18
申请人： Kajima Corp
发明人： FUJIMORI SHIGETO , KIKUCHI KENJI , HIKITA MINORU , YOSHIDA YASUHISA , SHIMAI MORIYUKI
IPC分类号： E02D7/00 , E02D7/16
CPC分类号： E02D7/16
摘要： PURPOSE:To permit the driving of large-size piles in a wide range even by small-sized temporary platform by a method in which a girder is mounted on the platform a temporary pier and the platform are combined, and loads on a casing pipe are supported by the temporary pier and the platform. CONSTITUTION:A temporary pier 17 is set on the seabed in close proximity to a small-sized platform 1 set on the seabed where pile is to be driven, a movable girder 7 is mount on the platform 1, and a turning stand 10 supporting a movable pile-driving tower 13 is provided to the upside of the girder 7. The girder 7 is projected on the side of the platform 1, the leg of a girder receiving jack 9 attached to the girder 7 is extended and fixed to the temporary pier 17, and the turning stand 10 is also extened. Then, loads on the casing pipe are supported by the platform 1 and the temproary pier 17, and the casing pipe is erected.
摘要翻译：目的：即使使用小型临时平台，也可以通过将平台安装在平台上的方法将临时墩和平台组合起来，允许大范围的桩体在大范围内进行驱动，并且在套管上的载荷由临时码头和平台支持。构成：临时墩17设置在靠近要被驱动桩的海床上的小型平台1上的海床上，可移动的大梁7安装在平台1上，并且转动支架10支撑可移动的打桩塔13设置在梁7的上侧。梁7突出在平台1的侧面上，连接到梁7的梁接收吊杆9的腿部延伸固定到临时码头如图17所示，转台10也被延长。然后，套管上的负载由平台1和假期墩17支撑，并竖立套管。

2. 发明专利

JPS6133930B2 失效
公开(公告)号：JPS6133930B2
公开(公告)日：1986-08-05
申请号：JP10390282
申请日：1982-06-18
申请人： KAJIMA CORP
发明人： FUJIMORI SHIGETO , KIKUCHI KENJI , HIKITA MINORU , YOSHIDA YASUHISA , SHIMAI MORYUKI
IPC分类号： E02D7/00 , E02D7/16

3. 发明专利

JPS5777709A Building method for off-shore platform 失效
标题翻译：建立远离平台的方法
公开(公告)号：JPS5777709A
公开(公告)日：1982-05-15
申请号：JP15419280
申请日：1980-11-02
申请人： Kajima Corp
发明人： HARADA HIROSHI , FUJIMORI SHIGETO , TAKANO JIYOU , KIKUCHI KENJI
IPC分类号： E02B17/00 , E02D23/00 , E02D23/02
摘要： PURPOSE: To enable the use of a shallow dry dock, by a method wherein a term of works can be shortened through the use of a precast member, and the precast member is installed after a platform body is set afloat.
CONSTITUTION: Concrete is cast to form a square base concrete layer 14a, a precast concrete wall member 14b, and an inner bottom wall 14c on a dry dock bottom. A side wall 16 of a storage tank, a structure wall 18, and an outer peripheral wall 11a are then built to form an underwater structure part. The structure part is set afloat from a dry dock to install a concrete cover 17, a cover 19 of a sand ballast chamber 21, pillars 12, and a deck 13, which are all formed of a precast, to complete a body of an off-shore platform 10. The platform 10 is tugged by a tug boat to an installation position, and is caused to seat on the bottom of the sea through the filling of a storage tank 15 with water. The sand ballast chamber 21 is then filled with sand to complete the installation of the platform 10.
COPYRIGHT: (C)1982,JPO&Japio
摘要翻译：目的：为了能够使用浅的干坞，可以通过使用预制构件缩短工程期限的方法，并且在平台体浮起后安装预制构件。构成：将混凝土铸造成在干底座底部形成方形基础混凝土层14a，预制混凝土壁构件14b和内底壁14c。然后，构建储罐，结构壁18和外周壁11a的侧壁16，以形成水下结构部。结构部分设置在干坞上，安装一个混凝土盖17，一个沙子镇流器21的盖19，柱12和一个甲板13，它们均由预制件形成，以完成一个关闭的主体平台10被拖船拖到安装位置，并且通过用水填充储罐15而被安置在海底。沙子镇流器21然后用沙子填充以完成平台10的安装。

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