专利检索_..沉箱的倾斜下降专利检索_..沉箱的倾斜下降专利检索查询

序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
21		JP3573683	1983-03-07	JPS6226371B2	1987-06-09	INOE EIZO

22	ARTIFICIAL FISH BANK SINKING AND SETTING METHOD	JP7317478	1978-06-19	JPS553706A	1980-01-11	KAWAKAMI TAKAKATSU

23	METHOD OF INVERTING LARGE CAISSON	JP12861175	1975-10-24	JPS5252412A	1977-04-27	NAKAJIMA HIDENORI; SHIMODA MITSUO

24	一种适用于大吨位钢沉井下水施工的滑道系统	CN202023070494.0	2020-12-18	CN214089943U	2021-08-31	于宏伟; 乔力; 潘济; 洪海涛; 张玉东; 毛家序; 唐生银
本实用新型涉及一种适用于大吨位钢沉井下水施工的滑道系统，用于钢沉井滑动下水，其包括：滑道基础，其自陆地倾斜延伸至水中；用于承载所述钢沉井的滑板，其卡设于所述滑道基础，且可在所述滑道基础上滑动；止滑组件，其固设于所述滑道基础，通过所述止滑组件控制所述滑板的锁定与释放。本实用新型涉及的一种适用于大吨位钢沉井下水施工的滑道系统，使钢沉井下水路线可控，适用性广，能够有效减小下水过程中对钢沉井造成质量及安全风险。
25	灰の再生品を製造する方法、および灰の再生品を製造するシステム	JP2020147575	2020-09-02	JP6942392B1	2021-09-29	奴留湯誉幸; 福岡大造; 工藤慶太; 峯松正貴
【課題】灰の状態に変動が生じても、適切な環境規制物質濃度で管理した灰の再生品を製造する方法を提供する。【解決手段】環境規制物質濃度を管理した灰の再生品を製造する方法であって、灰の再生品に用いる灰の元素濃度を分析する分析工程(S11)と、灰の元素濃度と、再生品に用いる素材の素材濃度と、これらの組み合わせにより得られる灰の再生品の環境規制物質濃度とを教師データとして多変量解析して得られる濃度相関の予測式を基に、前記分析工程で分析された前記灰の元素濃度に対して、前記灰の再生品の環境規制物質濃度を管理値以下とするための前記素材濃度を算出する算出工程(S21)と、前記算出工程により算出された前記素材濃度で前記素材を混合する混合工程(S31)とを有する、灰の再生品を製造する方法。【選択図】図2
26	CONCRETE CAISSON AND ITS INVERSION	JP13053285	1985-06-14	JPS61290122A	1986-12-20	KOAMI YUKIHIRO; OKUBO KENJI
PURPOSE:To prevent the breakage of a concrete caisson as well as to enhance the safety of operations by providing a partition plate to vertically divide the inside of the chamber of the caisson for the square-box chamber of the caisson. CONSTITUTION:A bottom slab 4 is formed on side walls 3 erected on a cover 2, and a partition wall 5 is formed in a square box form in the inside to form plural chambers A and B. Partition plates 6 to vertically divide the inside of the chambers A and 8 are formed on the side wall 3 and the partition wall 5 to make up a caisson 1 in an upside-down state. When the caisson 1 is changed into a normally erected state, water Wa in the chamber A is discharged in an adequate amount to the outside through a discharge tube 7. and the caisson 1 is tilted and slowly turned counterclockwise.
27		JP8166779	1979-06-28	JPS6018776B2	1985-05-13	HYODO KAZUYA; HIRANO HIDEAKI
PURPOSE:To obtain a bank body having a large frictional resistance against the outer force by a method wherein the concrete is cast in the upper part of the hull, the hull is turned round by injecting the water in the divisions of the hull, and it is landed on the rubble mound with the surface wherein the concrete is cast touching the mound. CONSTITUTION:The frictional-surface concrete 10 is cast in the upper part of the deck of a hull caisson formed by using the used hull. Next, the water being injected in the divisions 8 of the hull, the hull is turned round so that the frictional-surface concrete 10 is positioned on the lower surface. After that, the sand 4 is thrown in the divisions 8 and thus the hull is sunk so that the frictional concrete surface 10 of the hull caission is landed on the rubble mound 1. The contact of the rubble mound 1 with the concrete surface 10 makes the frictional resistance larger and thus a bank body having large stability against the outer force can be obtained.
28	CAISSON FABRICATING AND LAUNCHING METHOD	JP12989478	1978-10-21	JPS5559226A	1980-05-02	KIUCHI SHIYOUJI; SAITOU ISHIO
PURPOSE:To enable caisson to be securely and easily launched by fabricating caisson on a flat deck of floating vessel, and by slanting the vessel after fabricated caisson is transported together with the vessel to any suitable launching place. CONSTITUTION:Floating vessel 1 provided with ballast tanks No.1-10 symmetrically divided by partitions is positioned on mount 2 formed by broken stones accumulated in a suitable sea coast 15 and stably seated on buffer material 5 such as used tires placed on the mount 2 by filling any number of tanks with water as required. Caisson 3 is fabricated on thin sand layer laid on flat deck of the vessel 1. Upon completion of caisson 3, tanks of vessel 1 is emptied as required so as to allow vessel 1 to be floated on water, and every openings, if any, are securely closed by watertight closures 6. Floating vessel 1 is thereafter towed to launching place, and securely anchored by any suitable anchor means 8. Tanks No.3 and No.8 of vessel 1 are filled with water in order that the flat deck of vessel is brought at a level higher than water surface by nearly 50cm. Finally, caisson 3 is launched from vessel 1 which is slanted to portside, for example, owing to portside tanks No.2 and No.4 filled with water.
29	Foundation structure	US13516361	2010-12-17	US09133597B2	2015-09-15	Richard Allton; Philippe Gilson
A foundation structure for locating an object mounted on the foundation structure on a sea bed or a river bed comprises an integral buoyancy device having variable buoyancy and a rigid control surface. The integral buoyancy device is movable relative to the foundation structure to vary the position of the rigid control surface and to control the position of the center of buoyancy relative to the position of the center of gravity. This stabilizes the foundation structure during submergence and surfacing. A method for controlling the deployment and retrieval of the foundation structure is also described.
30	Process for the production and sinking of caissons of any desired shape	US21449651	1951-03-08	US2678540A	1954-05-18	HANS LORENZ

31	Hybrid riser tower and method of installation thereof	US11921801	2006-06-16	US08231308B2	2012-07-31	Vincent Marcel Ghislain Alliot
A method of installing a subsea structure, such as a hybrid riser tower, is disclosed. The riser tower includes a main portion and a buoyancy portion. When installed, the riser tower extends substantially from the seabed towards the surface with the buoyancy portion attached at a top end. The method includes taking the riser tower to an installation site in a substantially horizontal configuration with the main portion containing a first fluid and the buoyancy portion containing a second fluid, the second fluid being more dense than the first fluid. Then, tilting of the riser tower is performed such that it takes a substantially vertical configuration by allowing the first fluid in the elongate portion to interchange with the second fluid in the buoyancy portion. Also disclosed is a suitable apparatus for performing the method.
32	Sensors on a degradation machine	US12210258	2008-09-15	US07887142B2	2011-02-15	David R. Hall; David Wahlquist; Scott Dahlgren; Thomas Morris
In one aspect of the invention, a machine for degrading a natural and/or man-made formation has picks connected to a drum of the machine and at least one accelerometer mounted to the machine adapted to measure forces acting on the machine. Electronic equipment is in communication with the at least one accelerometer and the electronic equipment has a processor adapted to determine a change in the formation based off of input from the at least one accelerometer. The electronic equipment also is in communication with a mechanism adapted to control, at least in part, a location of the drum.
33	METHOD FOR RAPIDLY CONSTRUCTING A LARGE PASSAGEWAY UNDERWATER THROUGH SHALLOW BURIAL AND CUT-AND-COVER WITH NO DRY DOCK	LU501867	2022-04-20	LU501867B1	2022-10-25	HE WEIGUO; LIU QINGFANG; ZHOU HUAGUI; CAO WEI; FEI MANLI; FAN GUOGANG
Provided is a method for rapidly constructing a large passageway underwater through shallow burial and cut-and-cover with no dry dock. A basic structural unit (1) used in the method has features described below. A seal door (12) is disposed at one end of the basic structural unit (1) and an opening is disposed on the other end of the basic structural unit (1). A drainage pressure relief valve (13) is disposed at a lower end of the seal door (12). A rubber waterstop (14) is disposed around an end portion of the basic structural unit (1). A floating and ballast tank (11) capable of adjusting an inflow capacity and an outflow capacity is fixed in the basic structural unit (1). At least four axis positioning support bases (15) are disposed on the bottom of the basic structural unit (1).
34	Bodenbearbeitungswalze	DE102017100069	2017-01-04	DE102017100069A1	2018-07-05	MEIER MATTHIAS; BARTSCH REINER
Eine Bodenbearbeitungswalze für eine Bodenbearbeitungsmaschine, umfassend einen in Richtung einer Walzendrehachse (D) langgestreckten, einen Walzeninnenraum (34) umgebenden Walzenmantel (30) mit einer im Wesentlichen kreisrunden Außenumfangskontur, wobei an einer Außenumfangsfläche (32) des Walzenmantels (30) eine Bodenbrecherformation (38) vorgesehen ist, ist dadurch gekennzeichnet, dass die Bodenbrecherformation (38) eine Mehrzahl von im Wesentlichen in Richtung der Walzendrehachse (D) sich entlang des Walzenmantels (30) erstreckenden Schlagleisten (40) und eine Mehrzahl von im Wesentlichen in Umfangsrichtung um die Walzendrehachse (D) sich entlang des Walzenmantels (30) erstreckenden Brechleisten (44) umfasst.
35	FOUNDATION STRUCTURE HAVING BUOYANCY DEVICE AND METHOD FOR CONTROLLING SAME	CA2784455	2010-12-17	CA2784455C	2015-08-11	ALLTON RICHARD; GILSON PHILIPPE
A foundation structure (10) for locating an object (14) mounted on the foundation structure (10) on a sea bed or a river bed comprises an integral buoyancy device (22) having variable buoyancy and a rigid control surface (23). The integral buoyancy device (22) is movable relative to the foundation structure (10) to vary the position of the rigid control surface (23) and to control the position of the centre of buoyancy relative to the position of the centre of gravity. This stabilises the foundation structure 10 during submergence and surfacing. A method for controlling the deployment and retrieval of the foundation structure (10) is also described.
36	ФУНДАМЕНТАЛЬНАЯ КОНСТРУКЦИЯ	RU2012130424	2010-12-17	RU2555721C2	2015-07-10	OLLTON RICHARD; ZHILSON FILIPP
Изобретениеотноситсяк фундаментнымконструкциямдляразмещенияобъектанаморскомилиречномдне. Фундаментнаяконструкциядляразмещенияобъекта, установленногонафундаментнойконструкции, наморскомднеилиречномдне, содержащаяпоменьшеймереоднонераздельноенеподвижноеустройствоплавучестии поменьшеймереоднонераздельноеподвижноеустройствоплавучести, имеющееизменяемуюплавучестьи жесткуюуправляющуюповерхность, приэтомнераздельноеподвижноеустройствоплавучестивыполненос возможностьюперемещенияотносительнонераздельногоподвижногоустройстваплавучестидляизмененияположенияжесткойуправляющейповерхностии управленияположениемцентраплавучестиотносительноположенияцентратяжести. Техническийрезультатсостоитв повышенииустойчивостифундаментнойконструкции, обеспеченииуправляемостиприпогружениииливсплытиизасчетуправленияположениемцентраплавучестиотносительноположенияцентратяжести. 2 н. и 28 з.п. ф-лы, 21 ил.
37		MX18583081	1981-02-03	MX150512A	1984-05-16	MORROW OTIS L
An improved manhole concrete blockout for forming sewer pipe openings in the cast-concrete wall of a manhole where a hole is dug in the ground and at least one vertical hollow form is positioned within the hole and spaced apart from the surface which defines the hole and concrete is poured between the surface defining the hole and the form for forming a manhole wall. A plurality of form sections are connected together so that their outer surfaces can be positioned to become a longitudinal extension of the outer surface of the form. A blockout member is connected to the outer surface of at least one of the sections for forming an opening in the manhole wall, the end adjacent to the section being shaped to engage and conform to the outer surface of the section and the other end being shaped to conform to and engage the corresponding portion of the surface defining the hole so that an opening in the shape of the blockout member will extend through the wall when it is formed. The outer surface of the blockout member gradually decreases in cross-section away from the section, and the sections are disconnectable so that when the wall is formed the sections can be removed individually inwardly so that the blockout member can be withdrawn from the opening formed in the wall.
38		DEF0057748	1925-01-08	DE433408C	1926-08-30

39		JP16400683	1983-09-06	JPS6310243B2	1988-03-04	KAMISAKA KAZUO; KONDO NORIO

40	JPS5944458B2 -	JP3071680	1980-05-02	JPS5944458B2	1984-10-30	HORIMATSU KAZUO

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