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1. 发明专利

JPS6134531B2 失效
公开(公告)号：JPS6134531B2
公开(公告)日：1986-08-08
申请号：JP10078282
申请日：1982-06-14
申请人： KAJIMA CORP
发明人： SHIMAI MORYUKI , YOSHIDA YASUHISA , MATSUMOTO MASARU , SHINOHARA NOZOMI , TOKIWA JUNICHI
IPC分类号： E02D13/04

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

JPS611714A PILING WORK 失效
公开(公告)号：JPS611714A
公开(公告)日：1986-01-07
申请号：JP11993084
申请日：1984-06-13
申请人： KAJIMA CORP
发明人： IWATA MITSUISA , NAITOU SHIZUO , TAKAHASHI YUUJI , SHIBATA MAMORU , NISHIDA MITSUYUKI , TADA SHIGERU , YOSHIDA YASUHISA
IPC分类号： E02B17/00
摘要： PURPOSE:To shorten the period of construction by a method in which concrete blocks with sheath tubes are set on the seabed, piles are inserted into the sheath tubes, and an adhesive is supplied into the piles to bond the piles with the sheath tubes. CONSTITUTION:The surface of the rock bed R of the seabed is treated and precast concrete blocks 1 into which sheath tubes 10 are set at a given angle are set on the rock bed R. Piles 20 are inserted into the tubes 10, and an adhesive M, e.g., cement mortar, etc., is supplied into the piles 20 to fill up the aperture S between the piles 20 and the tubes 10.

4. 发明专利

JPH1190571A MANUFACTURE OF NET REINFORCEMENT OF LATTICE-SHAPED WALL BODY AND DEVICE THEREFOR 失效
公开(公告)号：JPH1190571A
公开(公告)日：1999-04-06
申请号：JP25674297
申请日：1997-09-22
申请人： KAJIMA CORP
发明人： MATSUI NOBUYUKI , YOSHIDA YASUHISA
IPC分类号： B21F27/08 , E04C5/04
摘要： PROBLEM TO BE SOLVED: To provide a method and device for manufacturing the net reinforcement of a lattice-shaped wall body capable of manufacturing reinforcement net by binding longitudinal reinforcements and traverse reinforcements in the horizontal arrangement thereof orthogonal to each other without requiring a heavy physical work such as lifting reinforcements. SOLUTION: A network reinforcement manufacturing device comprises a lower fixed net reinforcement receiving frame 2 and a lower traverse net reinforcement receiving frame 3 which are mounted on a base frame 1 in an approximately horizontal position, an upper fixed net reinforcement receiving frame 7 and an upper traverse net reinforcement receiving frame 8 which are mounted on the lower fixed net reinforcement receiving frame 2 and the lower traverse net reinforcement receiving frame 3 in an approximately horizontal position, a traverse means 6 to traverse the lower and upper traverse net reinforcement receiving frames to the side of the lower and upper fixed net reinforcement receiving frames side, and an erecting means 10 to set the lower and upper fixed net reinforcement receiving frames orthogonal to the lower and upper traverse net reinforcement receiving frames.

5. 发明专利

JPH1193328A FABRICATION OF REINFORCEMENT NET IN CONCRETE STRUCTURE WITH LATTICED REINFORCEMENT 失效
公开(公告)号：JPH1193328A
公开(公告)日：1999-04-06
申请号：JP25079897
申请日：1997-09-16
申请人： KAJIMA CORP
发明人： MATSUI NOBUYUKI , YOSHIDA YASUHISA , YOSHINO YUICHI
IPC分类号： E04C5/04 , B21F27/08 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a production method of a net of reinforcements crossing with each other at right angles used to construct a latticed reinforcing concrete structure which can be fabricated by binding longitudinal and lateral reinforcements in their horizontal arrangement, without physical labors such as lifting of reinforcements. SOLUTION: A number of longitudinal reinforcements 1a, 1b are horizontally arranged at every specified distance and a number of pairs of lateral reinforcements 2a, 2b mutually closely arranged are horizontally arranged at every specified distance. Then, nearly half longitudinal reinforcements 1a, 1b and one of a pair of lateral reinforcements 2a, 2b are bound together and also unbound longitudinal reinforcements which are not bound with the lateral reinforcements and the other lateral reinforcement of the pair are bound together. Two sheets of reinforcement nets 4a, 4b in which lateral reinforcements and nearly half longitudinal reinforcements are bound, are turned so as to mutually cross with each other at right angles. In this way, a reinforcements-net M-1 of a concrete structure with latticed reinforcements can be obtained.

6. 发明专利

JPS6375219A PILE DRIVING WORK BY OFFSHORE WORKING PLATFORM 失效
公开(公告)号：JPS6375219A
公开(公告)日：1988-04-05
申请号：JP21603986
申请日：1986-09-16
申请人： KAJIMA CORP
发明人： TAKAGI JUNICHI , WAKAHARA YOSHIO , YOSHIDA YASUHISA , ISHIKAWA KIYOSHI , TERUNUMA TOSHIYUKI
IPC分类号： E02D7/16
摘要： PURPOSE:To make an offshore working platform compact as well as raise the efficiency of operations by a method in which the leader of a pile driver is extended from the offshore working platform to sea surface and turned and a pile is driven at an optional angle in an optional direction on an optional place. CONSTITUTION:An offshore working platform 1 consists of a running base 5 on paired rails along the board side of the platform 1, girders 6 movable in the direction of crossing the rails on the base 5, a traverse base 7 movable in the same direction as the girders 6, a slewing base 8 attached to the base 7, and a leader 9 erected through a back stay 10. The base 5 is traveled, the girders 6 are moved to the board side and fixed to the platform 1, and the base 7 is moved and extended from the board side to sea surface. The slewing base 8 is turned, the back stay 10 is adjusted, and a pile 17 is driven. The pile 17 can thus be driven at an optional angle in an optional direction on an optional place.

7. 发明专利

JPS6114321A Anchoring method of pile in rock with rock anchor 失效
标题翻译：具有岩锚的岩石桩的锚固方法
公开(公告)号：JPS6114321A
公开(公告)日：1986-01-22
申请号：JP13084284
申请日：1984-06-27
申请人： Kajima Corp
发明人： NAITOU SHIZUO , IWATA MICHIKATSU , TAKAHASHI YUUJI , SHIBATA MAMORU , NISHIDA MITSUYUKI , TADA SHIGERU , YOSHIDA YASUHISA
IPC分类号： E02D5/80
CPC分类号： E02D5/808
摘要： PURPOSE:To carry out an economical and speedy work, by a method wherein a steel pipe pile is provided to be driven into a specified position and a slot of small diameter for a rock anchor is bored through and the rock anchor steel unit is set to be inserted into the slot and stressed after grout material is provided there. CONSTITUTION:A steel pipe 11 which is provided with a pile end stiffener 12 is driven aslant into a specified position, and after the pile end is cleaned, a guide pipe 16 is used to bore a slot 19 of small diameter for a rock anchor through. Then, a rock anchor steel unit 20 is inserted into the slot 19 through the head of the pile 11 and is set at a specified position, and the slot is grouted with mortar 27 also just under the anchor unit 20. And after the mortar is cured, the rock anchor steel unit 20 is stressed at the head of the pile and prestress is introduced into the anchor unit. As the result, wherever the place, the work can be carried out, and the proof stress of the anchor can be checked when it is stressed.
摘要翻译：目的：为了进行经济和快速的工作，通过将钢管桩设置为被驱动到指定位置并且用于岩石锚杆的小直径的狭槽钻孔的方法，并且将岩石锚固钢单元设置为插入槽中并在水泥浆材料之后施加应力。构成：设置有桩端加强件12的钢管11被倾斜地驱动到指定位置，并且在桩端被清洁之后，使用导管16来将小直径的槽19用于岩石锚通过。然后，岩石锚固钢单元20通过桩11的头部插入槽19中，并且被设置在特定位置，并且槽也在刚好在锚固单元20下方的砂浆27上灌浆。在砂浆是固化后，岩石锚固钢单元20在桩的头部受到应力，并且将预应力引入锚固单元中。结果，无论在何处，可以进行工作，并且在施加压力时可以检查锚的证明应力。

8. 发明专利

JPH025205B2 失效
公开(公告)号：JPH025205B2
公开(公告)日：1990-02-01
申请号：JP13084284
申请日：1984-06-27
申请人： KAJIMA CORP
发明人： NAITO SHIZUO , IWATA MITSUISA , TAKAHASHI JUJI , SHIBATA MAMORU , NISHIDA MITSUYUKI , TADA SHIGERU , YOSHIDA YASUHISA
IPC分类号： E02D5/80

9. 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。

10. 发明专利

JPS58218517A Slipping device for driving pile 失效
标题翻译：用于驱动桩的滑动装置
公开(公告)号：JPS58218517A
公开(公告)日：1983-12-19
申请号：JP10078282
申请日：1982-06-14
申请人： Kajima Corp
发明人： SHIMAI MORIYUKI , YOSHIDA YASUHISA , MATSUMOTO MASARU , SHINOHARA NOZOMI , TOKIWA JIYUNICHI
IPC分类号： E02D13/04
CPC分类号： E02D13/04
摘要： PURPOSE:To perform the receiving, driving and guiding operations of a pile by only one device by a method in which a pile receiver is provided at the upper part of a slipping device fixed to a leader and also a slip beam is provided at the lower part of the device in a freely movable manner toward the direction of the pile axis. CONSTITUTION:An oil-pressure cylinder 9 for a pile receiver 7 is operated, a pile-receiving bracket 8 is extended, a pile P hung down by a crane is slowly lowered, the projected piece K1 of the pile P is contacted with the bracket 8, and the pile P is supported. Also, the pile P is supported by the wire of a winch provided to set, the bracket is housed, and then the projected piece K1 is cut off. Also, a pad 14 is attached to a slip beam at the lower part of the pile receiver 7, the cylinder 11 is operated to extend the pad 14, and the pile is slipped to the seabed under the guidance of the pad 14 and then driven to the rockbed by means of a driver set to the leader R. The pad 14 is removed, a clamping metal 13 is attached, a drill pipe is clamped, the rockbed inside the pile P is excavated, and the pile P is again driven.
摘要翻译：目的：仅通过一个装置来执行桩的接收，驱动和引导操作，其方法是在固定到引导件的滑动装置的上部设置桩接收器，并且在下部设置滑动梁该装置的一部分以可自由移动的方式朝向绒头轴线的方向。构成：运行用于堆垛机7的油压缸9，使桩接收支架8伸长，由起重机悬吊的桩P缓慢下降，桩P的突出片K1与支架接触 8，桩P被支撑。此外，桩P由设置的绞盘的线支撑，托架被容纳，然后突出的片K1被切断。此外，垫14在桩接收器7的下部附接到滑动梁，操作缸11以延伸垫14，并且在垫14的引导下将桩滑到海床上，然后驱动通过设置在引导件R上的驱动器移动到岩石板上。移除焊盘14，安装夹紧金属13，夹紧钻杆，挖掘桩P内的岩石，再次驱动桩P.

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