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
41	Setting work of thin shell with superlarge diameter and floater therefor	JP3573683	1983-03-07	JPS59161521A	1984-09-12	INOUE EIZOU
PURPOSE:To facilitate the settlement of a shell by a method in which the shell is fabricated in an upside down state and towed to an installation site, water is injected into the floater to cause the shell to fall down, and the shell is installed in normal state. CONSTITUTION:In a dock, etc., a thin shell S with superlarge diameter is fabricated in an upside down state along split type annular floaters F1 and F2. The shell S is floated and towed to an installation site, and water is injected into the floaters F1 and F2 to cause the shell S to fall down. The outside floater F2 is removed and recovered, water is injected into or discharged from the inside floater F1 to regulate the draft, the shell S is moved to a given installation site, and water is injected into the inside floater F1 to settle the shell S under water.
42	Caisson launching oblique line	JP18177082	1982-10-16	JPS5970289A	1984-04-20	KONDOU TOSHIO
PURPOSE:To prevent deviated load on a truck for a launching work, by providing a partial launching line rotatably at a horizontal end portion of a launching line, mounting a caisson on the truck, firstly moving the caisson and the truck with the partial launching line held horizontal, then rotating the same. CONSTITUTION:A truck 13 for mounting a caisson A thereon is disposed movably on an oblique launching line 12 extending from a caisson manufacturing yard on a land into water, so as to carry out a caisson launching work. A partial launching line 10c is provided at a horizontal end portion 10a of the launching line 12 so as to be rotated by a hydraulic cylinder 17 and the like. The truck 13 mounting the caisson A thereon is moved to the partial launching line 10c rotated to a horizontal position, and then the partial launching line 10c is rotated to coincide with an oblique line 10b and launch the caisson. With this constitution, since a concentrated load of the caisson A is not partially applied on the truck 13, it is possible to prevent the caisson A from being damaged.
43	JPS5717489B2 -	JP7317478	1978-06-19	JPS5717489B2	1982-04-10

44	ARTIFICIAL FISH BANK SINKING AND SETTING METHOD	JP7317378	1978-06-19	JPS553705A	1980-01-11	KAWAKAMI TAKAKATSU

45		JP13053285	1985-06-14	JPH0542529B2	1993-06-28	KOAMI YUKIHIRO; OOKUBO KENJI

46	OBLIQUELY SUBMERGEDLY INSTALLING METHOD FOR CAISSON	JP6093190	1990-03-14	JPH03262830A	1991-11-22	KISHI YASUHIRO; OKOCHI MASAYUKI; SAKATE MASAAKI
PURPOSE:To enhance working accuracy by installing at least two parallel guide piles and anchor bodies into the ground in an oblique direction, and by submergedly installing a caisson along the guide piles making the driving force of pull-out reaction of center-hole jacks. CONSTITUTION:At least two parallel guide piles 2 are constructed in the ground in an oblique direction, and also anchor bodies 3 being in parallel with the guide piles 2 are fixed into the ground. And a caisson having an inner slope 11 and an outer slope 12 both being in parallel with the guide piles 2 is constructed, and further the upper parts of the anchor bodies 3 are penetrated through the center-hole jacks 5 which have been installed on the upper end part of a caisson body 1 respectively. And, making the driving force of the pull-out reaction of the anchor bodies 3 due to the center-hole jacks 5, the caisson is submergedly driven along the guide piles 2 on the inner and outer slopes 11, 12 thereof. Thus, the caisson for the oblique access tunnel to an underground structure can be submergedly installed with high accuracy.
47		JP7317378	1978-06-19	JPS571201B2	1982-01-09

48	CAISSON	JP3071680	1980-05-02	JPS56156327A	1981-12-03	HORIMATSU KAZUO
PURPOSE:To easily correct the displacement and declination of caisson by a method in which a housing chamber with an airtight cloth bag is provided to the outer wall of the caisson and a pressure fluid is sent into the cloth bag in such a way as to correct the attitude of the caisson by means of the expansion pressure of the cloth bag. CONSTITUTION:When settling a caisson 3 into the ground 1 close to a mountain 2 on the left, a settling load 5 is placed on the receiver 4 of the top of the caisson 3, excavation is conducted along the cutting edge of the caisson 3, extra-excavations 6 and 7 are conducted, and the caisson 3 is settled, whereupon a displacement (e) and a deviation E for the center occur in the caisson 3. To avoid these, a housing box 15 having a downwardly slidable cover plate 14 housed with an airtight cloth bag 11 is pushed down along the outer wall of the caisson 3, the cover plate 14 of the housing box 15 is drawn out, a pressure fluid is sent into the cloth bag 11 to expand the bag 11, and the caisson 3 is settled by the expansion pressure of the cloth bag 11 using the ground 1 as a reaction body while pressing down the caisson and also correcting the attitude of the caisson.
49	HULL CAISSON METHOD	JP8166779	1979-06-28	JPS565287A	1981-01-20	HIYOUDOU 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.
50	METHOD FOR CONSTRUCTION AND LAUNCHING OF CAISSON	JP2838779	1979-03-12	JPS55122922A	1980-09-22	MATSUZAWA MASAYOSHI; ADACHI MANABU
PURPOSE:To provide a simple method for lanuching the caisson by making it slide into the water from the barge where it is manufactured and to simplify the structure and operation of the barge. CONSTITUTION:The caisson 6 is manufactured on the barge 2 capable of water supply and discharge and is slid into the water by tilting the barge 2 by means of water supply to and discharge from it. In this case, the caisson is manufactured on the panel 4 placed on the barge 2 with gravel 3, etc. in-between.
51	FOUNDATION STRUCTURE	EP10803611.2	2010-12-17	EP2513379A2	2012-10-24	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.
52	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	PCT/JP2021/028397	2021-07-30	WO2022049950A1	2022-03-10	奴留湯　誉幸; 福岡　大造; 工藤　慶太; 峯松　正貴
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。　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。
53	FOUNDATION STRUCTURE	PCT/GB2010002291	2010-12-17	WO2011073627A3	2011-08-04	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.
54	A METHOD FOR SUBMERGING A MODULAR TUNNEL	PCT/EP2019/052676	2019-02-04	WO2019149945A3	2019-08-08	ADER, Tõnu
The specificity of a method for submerging a modular floating tunnel with flexible seals pressurized from inside and threaded pullers is that the cylindrical modules from reinforced concrete, necessary for the construction of the tunnel, are assambled from prefabricated sections directly on the mobile submerging platform, where the modules are one by one attached to the end of the already mounted tunnel that reaches to the water surface and continuously submerged into the water so that the tunnel remains entirely dry inside. This is possible because the modules are joined together with threaded pullers and sealed with flexible seals, pressurized from inside, what makes possible to turn the tunnel end uppward. Compared to the known solutions, it will significantly accelerate the mounting and reduce the cost of building underwater tunnels.
55	FOUNDATION STRUCTURE	PCT/GB2010/002291	2010-12-17	WO2011073627A2	2011-06-23	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.

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