子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | Drive-clamp | US41955820 | 1920-10-25 | US1396921A | 1921-11-15 | WALDO BROWN ALBERT |
| 162 | ポールを地面に打ち込むためのハンマー装置 | JP2014553772 | 2013-01-28 | JP6146877B2 | 2017-06-14 | リンデマン ミッコ; クイヴァマキ ペンッティ |
| 163 | 地盤内に基礎構成部材を設置するための方法ならびに杭打ち機 | JP2016521241 | 2014-06-18 | JP2016524670A | 2016-08-18 | ユスティン・エドゥワルト・スタン |
| 本発明は、杭打ち機(1)を使用して、地盤形成時に、特に(単一)杭(16)といったような基礎構成部材を設置するための方法に関するものであって、基礎構成部材(16)に対して杭打ち機(1)から伝達される衝撃によって、地盤内へと基礎構成部材(16)を杭打ちするに際して、衝撃によって生成されて基礎構成部材(16)の先端から反射される応力波を評価または測定し、反射された応力波が引っ張り応力波である場合には、衝撃の衝撃エネルギーを低減させる、という方法に関するものである。 | ||||||
| 164 | 複数の基礎要素を海底地盤に据え付けるためのテンプレート及び方法 | JP2011142700 | 2011-06-28 | JP5926504B2 | 2016-05-25 | バウデウェイン・カスペル・ユング; ヤン・アルベルト・ウェステルベーク |
| 165 | 海底地盤内に基礎要素を据え付けるための方法及びシステム | JP2011125043 | 2011-06-03 | JP5801103B2 | 2015-10-28 | バウデウェイン・カスペル・ユング; ヤン・アルベルト・ウェステルベーク |
| 166 | Devices and methods for reducing noise. | JP2012517427 | 2010-06-22 | JP5579840B2 | 2014-08-27 | ユング、ボウデウィーン・カスペル; ウェステルベーク、ヤン・アルベルト |
| The present invention relates to a device for the passive reduction of the sound vibrations in a liquid resulting from a sound source arranged below the liquid level of a body of water, the device comprising an elongate tube which can be arranged over the sound source, the tube comprising an outer wall and inner wall, wherein the tube is designed to maintain a certain desired pressure in the intermediate space between the inner and outer wall. In this case, the pressure is reduced with respect to the ambient pressure. As a result of the reduced pressure, the sound vibrations will less readily travel to the outside and the noise level in the area around the tube is reduced. | ||||||
| 167 | Assembly of nested pipe section | JP2012534136 | 2010-10-08 | JP2013508574A | 2013-03-07 | ユング、ボウデウィーン・カスペル; ウェステルベーク、ヤン・アルベルト |
| 本発明は、水の液位（ｗ）より下に配置された音源（６２）から生じる液体の雑音振動を受動的に減少させるための装置に関する。 この装置は、音源のまわりに配置されるように設計された遮音パイプ（１）を具備し、このパイプは、入れ子式に延伸可能かつ引き込み可能な複数のパイプセクション（２、３、４）と、延伸位置と引き込み位置との少なくとも一方で、少なくとも１つの第１及び１つの第２のパイプセクションを互いに取り付けるための固定手段とを有する。 固定手段は、開始位置でパイプセクションの相互移動を与え、かつ、固定位置でパイプセクションを互いに取り付けるように設計されている。 固定手段は、第１及び第２のパイプセクション（２，３）を、固定位置で実質的に音響的に分離して維持するように設計されている。 | ||||||
| 168 | Devices and methods for reducing noise. | JP2012517427 | 2010-06-22 | JP2012531544A | 2012-12-10 | ユング、ボウデウィーン・カスペル; ウェステルベーク、ヤン・アルベルト |
| 【課題】騒音を低減するためのデバイスを提供する。
【解決手段】本発明は、水域の液体面の下方に配置された音源に起因する液体中の音振動の受動的低減のためのデバイスに関し、前記デバイスは、前記音源をおおって配置されることが可能である細長い管を備えており、前記管は、外側壁と内側壁を備えており、前記管は、前記内側および外側壁の間の中間空間をある所望の圧力に維持するように設計されている。 この場合、前記圧力は、周囲圧力に対して減圧される。 減圧圧力の結果、音振動は、そう容易には外側に伝わらず、管のまわりの領域の雑音レベルが低下される。 |
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| 169 | Template for and method of installing plurality of foundation elements in underwater ground formation | JP2011142700 | 2011-06-28 | JP2012012930A | 2012-01-19 | BAUDOUIN KASPER JUNG; JAN ALBERT WESTERBERG |
| PROBLEM TO BE SOLVED: To provide a template (10) for use in installing a plurality of foundation elements (3), in particular anchor piles, relative to one another in an underwater ground formation (2), the template (10) comprising a plurality of guides (11) for the foundation elements (3), which the guides (11) are fixed relative to one another by means of a frame (12).SOLUTION: At least one of the guides (11) comprises a sound-insulating sleeve (11A) for surrounding the foundation elements (3) during driving. | ||||||
| 170 | Turning mechanism operating alternately in opposite directions to facilitate driving in or extracting of pile | JP17536095 | 1995-06-06 | JPH08209698A | 1996-08-13 | HANSU MATEIUU; YURUGEN HOOHOSHIYUTORATSUSERU |
| PURPOSE: To reduce noises in the case of operation without installing an additional noise-damping means, and to facilitate the driving-in or extracting of piles. CONSTITUTION: The turning mechanism has bearing rims fixed onto piles or the like, a rocker arm with two arms rotated centering around the piles or the like, a plurality of pairs of stoppers and a driving cylinder, and the pairs of the stoppers have elements 18, 18', 18" comprising an incompressible elastic material for transmitting impact energy. These elements are housed in at least one void spaces 20, 40 in the pairs 15, 16; 15', 16'. The void spaces 20, 40 permit the deformation of the elements 18, 18', 18", particularly at right angles to the impact direction, which is within the elastic limit, and prevent direct contact among the stop pairs 15, 16; 15', 16'. COPYRIGHT: (C)1996,JPO | ||||||
| 171 | Three-dimensional method and instrument for measuring surface | JP11144392 | 1992-04-30 | JPH05306923A | 1993-11-19 | SHINOZAKI MAMORU |
| PURPOSE: To obtain a three-dimensional measuring method and instrument for recognizing, recording, and displaying the shape or qualitative information of a wall surface buried in mud water in a deep trench for constructing a continuous underground wall or deep hole for constructing a cast-in-place concrete pile as the video of a three- dimensional surface. CONSTITUTION: A vibrator 1 which oscillates ultrasonic vibrations and receives reflected waves is horizontally rotated against a wall surface while the vibrator performs the oscillation and reception at every cut pitch and the position of the vibrator 1 is shifted one pitch by one pitch in the vertical direction whenever the vibrator 1 makes one rotation. A processor obtains the information regarding a distance and shape from a difference in propagating time of the ultrasonic vibrations by synthesizing transmitted and received waves of the vibrator 1 and position signals in the horizontal rotating and depth directions of the vibrator 1 and qualitative information of a reflecting material based on the kind of the waveform of the received waves. Since the position, shape, and qualitative information of a wall surface in mud water which can not be visually confirmed can be confirmed as the video of a three-dimensional surface, a large amount of accurate information required for discriminating construction and safety can be provided for construction management. COPYRIGHT: (C)1993,JPO&Japio | ||||||
| 172 | JPS6043492B2 - | JP19727181 | 1981-12-08 | JPS6043492B2 | 1985-09-28 | TAKEE TAKASHI |
| 173 | JPS6031970B2 - | JP6757679 | 1979-06-01 | JPS6031970B2 | 1985-07-25 | KURUTO BOGUUTO |
| 174 | Revolving mechanism alternately acting on opposite directions in order to facilitate striking and pull-off of stake | JP13403784 | 1984-06-27 | JPS6040426A | 1985-03-02 | HANSU MATEIUU; YURUGEN HOOHOSHIYUTORATSUSERU |
| 175 | Sound-proofing device for pile driver | JP1677582 | 1982-02-03 | JPS58135228A | 1983-08-11 | KIYOMOTO SEIICHI; SHIROURA HIDEO |
| PURPOSE:To prevent the occurrence of disorder caused by buildup of heat and also of noise by a method in which a pile driver is surrounded by a sound-proofing box, a quencher for the pile driver is provided in the box, and the pile driver, the sound-proofing box, and a hopper are connected through a vibration- proof rubber. CONSTITUTION:A pile driver 5, e.g., vibration hammer, etc., is surrounded by a sound-proof box 6 with a sound-proof wall 8, and a quencher consisting of a water jacket 12, a water spraying hole 13, etc., for the pile driver is provided inside the box 6. The pile driver 3 body, the sound-proof box 6, and a hopper 2 are connected through a vibration-proof rubber 22. By this, sound-proofing effect can be raised and the occurrence of disorder caused by the buildup of heat in the pile driver 5 can be prevented. | ||||||
| 176 | Driving method for metal pile | JP10612081 | 1981-07-06 | JPS587026A | 1983-01-14 | NISHIDAI ATSUSHI |
| PURPOSE:To reduce the production of a noise at a time when a pile is driven, by driving the pile under a condition that a steel pipe pile is filled with fluid. CONSTITUTION:A steel pipe pile 2 is set in a given position, and the pile 2 is filled from the upper part with fluid 3. The upper part of the pile 2 is then struck with a hammer 11 of a pile driving device 1. Water, sand, and earth and sand are used as the fluid 3. A bottom plate 4 has elasticity, and it mates the pile 2 to prevent the fluid, especially, water from badly leaking into a ground. Even if the pile 2 is struck, since the pile 2 is filled with the fluid 3, the pile 2 is increased in the vibration loss of the pile 2, and forms a vibrating system having a less sound, which results in enabling the reduction in a noise produced by the pile 2. | ||||||
| 177 | JPS5527932B2 - | JP8441672 | 1972-08-23 | JPS5527932B2 | 1980-07-24 | |
| 178 | Suspension device for damping vibration of rammer* apparatus or other body | JP6757679 | 1979-06-01 | JPS5549427A | 1980-04-09 | KURUTO BOGUUTO |
| 179 | JPS547363B2 - | JP7642475 | 1975-06-19 | JPS547363B2 | 1979-04-06 | |
| 180 | JPS5030311A - | JP2610474 | 1974-03-05 | JPS5030311A | 1975-03-26 | |
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