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1. 发明专利

JPH0224408A PILE-TYPE BREAKWATER AND CONSTRUCTION THEREOF 失效
公开(公告)号：JPH0224408A
公开(公告)日：1990-01-26
申请号：JP17481788
申请日：1988-07-13
申请人： MINI PUBLIC WORKS , NIPPON STEEL CORP , TODA CONSTRUCTION
发明人： UTA TAKAAKI , MURAI SADAMI , YAMAMOTO JUN , MORITAKA HIROO , KIMURA TETSUO , TAKAHASHI YOICHI , KITAMURA NORITAROU , UMEDA HIROSHI , SOEDA HIROMOTO , NISHIMAKI HITOSHI , SATO TOSHIFUMI
IPC分类号： E02B3/06
摘要： PURPOSE:To facilitate a construction work of breakwaters by assembling a breakwater structure composed of vertical perforated walls, horizontal perforated plates and a frame structure, arranging the breakwater structure on a submarine ground at the given site and driving piles through holes in the structure into the ground to form the integrated breakwater structure. CONSTITUTION:Vertical perforated walls 2 made of concrete has a number of bores 7 through which water passes. Horizontal perforated plates 3 made of concrete also has a number of bores through which water passes. Vertical walls 2 and horizontal plates 3 are connected together to a frame structure which is composed of beam members 4 made of steel or concrete and pillar members made of steel or concrete and having pile-passing holes. Foundation piles 1 are driven through the holes into a submarine ground 6 and fixed thereon.

2. 发明专利

JPH04136311A BOTTOMLESS SEA AREA CONTROL STRUCTURE OF PLURAL ROW TYPE 失效
公开(公告)号：JPH04136311A
公开(公告)日：1992-05-11
申请号：JP25407590
申请日：1990-09-26
申请人： MINI PUBLIC WORKS , NIHON TETORAPOTSUTO KK
发明人： UTA TAKAAKI , KOMATA ATSUSHI , ENDO TAIJI , NEMOTO KENJI , NOGUCHI YUJI , YAMAMOTO MASAHITO , WATANUKI HIROSHI , HANZAWA MINORU , NISHIGORI WAKIO
IPC分类号： E02B3/06
摘要： PURPOSE:To increase wave dissipation performance and reduce cost by arranging an offshore structure and a coastal side structure approximately in parallel to a shore line and in two rows, and constructing each structure as a bottomless permeable type. CONSTITUTION:Foundation mounds M and M are formed at a certain distance on a sea-bed foundation approximately in parallel to the shore line of a coast, using riprap or the like. In addition, an offshore structure 12 and a coastal side structure 14 constituted with a permeable bottomless cellular box body 22 are arranged on the mounds M. Then, the height A of the upper edge of the structure 12 is set approximately at a level forcibly dissipating a design wave. On the other hand, the height B of the upper edge 18 of the other structure 14 is set at a level between the aforesaid height A and the limit height exceeded by the design wave. According to the aforesaid construction, the structures 12 and 14 can be economically constructed even at a deep sea area, and efficient wave dissipation can be ensured, so long as the sectional form of the structures 12 and 14 are respectively made rectangular.

3. 发明专利

JPH03158513A FLEXIBLE MOUND 失效
公开(公告)号：JPH03158513A
公开(公告)日：1991-07-08
申请号：JP29854089
申请日：1989-11-16
申请人： SHIMIZU CONSTRUCTION CO LTD , MINI PUBLIC WORKS
发明人： HORI TETSUO , MINANAMI SHUICHIRO , KAJIOKA YASUO , TANAKA MASAHIRO , OYAMA TAKUMI , ONO TADASHI , OUCHIDA HIROKI , ABE HISAO , KIYOKAWA TETSUSHI , UTA TAKAAKI , KOMATA ATSUSHI
IPC分类号： E02B3/06
摘要： PURPOSE:To increase wave breaking effect of a wave by forming a bag body with a flexible material, filling this bag body with fluid so as to obtain a flexible mound, and anchoring the bottom of this bag body on the viscous ground formed on the surface layer part of the foundation ground. CONSTITUTION:A flexible mound 1 is generally constituted by a bag body 2 and a fluid 3. And the bag body 2 is formed with an upper sheet 2a and a bottom sheet 26 of a material such as a vinyl chloride sheet or the like, and the upper part is held in the upward bent convex shape and the bottom part is held flat in the state filled with the fluid 3. Next, a viscous ground 5 whose surface part has been improved with viscous soil is formed on the seabed ground G, and the bottom part 2b of the flexible mound 1 is anchored to the viscous ground 5 with an anchor 4. By this, though arrival of a wave deforms the bag body 2. it is transmitted to the viscous ground 5 through motion of the fluid 3 and dissipated into the ground G by this viscosity resistance, and a wave breaking effect can be obtained.

4. 发明专利

JPH01284608A WATER PASSING TYPE WAVE DAMPING BANK AND ERECTION THEREOF 失效
公开(公告)号：JPH01284608A
公开(公告)日：1989-11-15
申请号：JP11254788
申请日：1988-05-11
申请人： MINI PUBLIC WORKS , SUMITOMO METAL IND , TOA HARBOR WORKS CO LTD
发明人： UTA TAKAAKI , MURAI SADAMI , YANAGIMOTO YASUTOMO , OGINO HIDEO
IPC分类号： E02B3/06
摘要： PURPOSE:To reduce the cost as well as to facilitate the erection by providing a vertical wave damping bank wherein a wave passing region and a serging space region are integratedly set on the upper part of one or several lines of steel cell structure installed in the water. CONSTITUTION:A structure formed of a plurality of steel cells 10 driven in the water in a line or several lines with a required distance is provided thereon a vertical wave damping bank 7 wherein a front wave passing bank region 1 and a rear serging space region 2 are monolithically formed. On this region 1, X-shaped wave flowing-in/dispersing holes 6 are, for example, formed so as to prevent wave W goes through the region 2 directly. As a result, the energy of the wave W is damped at the branch/integration process of water in the region 1, and the remaining energy is absorbed at the region 2.

5. 发明专利

JPH01235708A CONSTRUCTION OF STEEL WAVE-BREAKER CELL 失效
公开(公告)号：JPH01235708A
公开(公告)日：1989-09-20
申请号：JP6283788
申请日：1988-03-16
申请人： MINI PUBLIC WORKS , SUMITOMO METAL IND , TOA HARBOR WORKS CO LTD
发明人： UTA TAKAAKI , MURAI SADAMI , YANAGIMOTO YASUTOMO , KITAMURA TAKUYA , OGINO HIDEO
IPC分类号： E02B3/06
摘要： PURPOSE:To permit short-time construction works of steel cell type wave breaker having an excellent wave breakability and high stability, by fitting a precast concrete box, which defines a water chamber inside thereof and has slits on the front side, into a cylindrical steel cell. CONSTITUTION:A cylindrical steel cell 10 is held in place such that the lower part thereof is partially buried into the sea bottom. A packing material is charged into the cell 10 up to a level of the bottom of a water chamber 14. A precast concrete box member 11 having vertical slits 12 on the front side is insertedly placed within the cell 10. A space behind the box member 11 which constitutes the water chamber 14, is further filled with the packing material. A side face of the steel cell 10 is cut to form vertical slits corresponding to those of the box member 11. This enables high efficiency construction works of the wave breaker.

6. 发明专利

JPH03262813A PREVENTION OF SLIP OF OFFSHORE STRUCTURE AND ITS DEVICE 失效
公开(公告)号：JPH03262813A
公开(公告)日：1991-11-22
申请号：JP6210390
申请日：1990-03-13
申请人： MINI PUBLIC WORKS , TAISEI CORP , HAZAMA GUMI , TOKYU KENSETSU KK
发明人： UTA TAKAAKI , KOMATA ATSUSHI , KATSUI HIDEHIRO , UENO SEIZO , MINATO RYUJIRO , OKI MASAKAZU , HARA KOICHI , WATARAI HIDEAKI , KATO MASAYA
IPC分类号： E02B3/06 , E02D23/02 , E02D23/16
摘要： PURPOSE:To certainly prevent a slip of a offshore structure by setting it on the sea bottom by way of injecting a delayed hardening concrete into a bag body attached to the bottom base of the offshore structure and by hardening the concrete after press-fitting the bag body inside irregular dents on the sea bottom. CONSTITUTION:A bag body 3 is constituted of a film material such as flexible rubber, canvas or vinyl chloride. Then, the bag body 3 is attached to the lower face of a bottom base 21 of a offshore structure to set on the sea bottom through a bag body fitting 1, a space surrounded by the inner surface of the bag body 3 and the bottom base 21 is formed, and a concrete pressure-filling pipe 6 is communicated through to the inside of the space. Subsequently, after pressure-filling delayed hardening concrete 7 and filling it in the bag body 3 from the press-fitting pipe 6, the offshore structure is set on the sea bottom. Then the bag body 3 of concrete 7 in the state where it is not hardened is press-fitted in irregular dents on the sea bottom surface or a rubble-mound or others under the weight of the offshore structure, and as the concrete 7 is hardened, the bag body 3 can be fixed on the sea bottom in conformity to the irregular dents of the sea bottom.

7. 发明专利

JPH03158511A FLEXIBLE MOUND 失效
公开(公告)号：JPH03158511A
公开(公告)日：1991-07-08
申请号：JP29853889
申请日：1989-11-16
申请人： SHIMIZU CONSTRUCTION CO LTD , MINI PUBLIC WORKS
发明人： HORI TETSUO , MINANAMI SHUICHIRO , KAJIOKA YASUO , TANAKA MASAHIRO , OYAMA TAKUMI , ONO TADASHI , OUCHIDA HIROKI , ABE HISAO , KIYOKAWA TETSUSHI , UTA TAKAAKI , KOMATA ATSUSHI
IPC分类号： E02B3/06
摘要： PURPOSE:To enable free control of wave making and wave breaking effects by providing a supply and drainage port for supplying and draining fluid in a bag body of a flexible mound to be installed on the seabed and by providing a pressure adjusting mechanism part for adjusting fluid pressure in the bag body. CONSTITUTION:A flexible mound 4 is generally constituted by a bag body 2 and a fluid 3. And the bag body 2 is formed with an upper sheet 2a and a bottom sheet 2b, and the upper part is held in the upward bent convex shape and the bottom part is held flat in the state filled with the fluid 3. And a supply and drainage port 2c for supplying and draining the fluid 3 is provided in the bag body 2 and connected to a pressure adjusting mechanism part and a pipeline P. And the pressure adjusting mechanism part is constituted by a surge tank 6, a pump 7 and a water storage tank 8. By this, by freely changing pressure of the fluid to be poured into the bag body 2, the type of a radiant wave generated by the flexible mound 4 can be controlled.

8. 发明专利

JPH03158512A FLEXIBLE MOUND 失效
公开(公告)号：JPH03158512A
公开(公告)日：1991-07-08
申请号：JP29853989
申请日：1989-11-16
申请人： SHIMIZU CONSTRUCTION CO LTD , MINI PUBLIC WORKS
发明人： HORI TETSUO , MINANAMI SHUICHIRO , KAJIOKA YASUO , TANAKA MASAHIRO , OYAMA TAKUMI , ONO TADASHI , OUCHIDA HIROKI , ABE HISAO , KIYOKAWA TETSUSHI , UTA TAKAAKI , KOMATA ATSUSHI
IPC分类号： E02B3/06
摘要： PURPOSE:To increase wave breaking effect of a wave by forming a bag body with a flexible material, filling this bag body with fluid so as to obtain a flex ible mound, and providing damping devices between the bottom of this bag body and foundations of the seabed ground on which the bottom of this bag body is to be fixed. CONSTITUTION:A flexible mound 1 is generally constituted by a bag body 2 and a fluid 3. And the bag body 2 is formed with an upper sheet 2a and a bottom sheet 2b of a material such as a vinyl chloride sheet or the like, and the upper part is held in the upward bent convex shape and the bottom part is held flat in the state filled with the fluid 3. And a plurality of damping devices 4... are provided between the outer surface of the bottom sheet 2b of the bag body 2 and the seabed ground G. Moreover, the damping devices 4 are constituted by laminated lead in which lead rubbers are laminated and installed on foundation parts 5 of the seabed ground G. By this, energy of a wave is absorbed by the damping devices 4, and high wave breaking effect can be obtained.

9. 发明专利

JPH03158508A FLEXIBLE MOUND 失效
公开(公告)号：JPH03158508A
公开(公告)日：1991-07-08
申请号：JP29853589
申请日：1989-11-16
申请人： SHIMIZU CONSTRUCTION CO LTD , MINI PUBLIC WORKS
发明人： HORI TETSUO , MINANAMI SHUICHIRO , KAJIOKA YASUO , TANAKA MASAHIRO , OYAMA TAKUMI , ONO TADASHI , OUCHIDA HIROKI , ABE HISAO , KIYOKAWA TETSUSHI , UTA TAKAAKI , KOMATA ATSUSHI
IPC分类号： E02B3/06
摘要： PURPOSE:To increase wave breaking effect of a wave by forming a bag body which is bent upward with a sheet of a flexible material, filling this bag body with fluid so as to make it in the convex shape, and dividing the inside of this bag body up and down with a film body having a large number of holes. CONSTITUTION:A flexible mound 1 is generally constituted by forming a bag body 2 with a flexible material and by filling it with fluid 3 such as sea water, water or the like. And the bag body 2 is formed by a material such as a vinyl chloride sheet and its bottom sheet 2b is held flat and its upper sheet 2a is held in the shape of an upward bent convex. Then, a transparent film body 5 having a large number of holes 4... such as sponge or the like is mounted on the inner surface of the upper sheet 2a so that the inside of the bag body 2 is divided into up and down. By this, when a wave arrives at the flexible mound 1, the fluid 3 flows and passes the holes 4... of the film body 5, a turbu lent flow is generated, and energy is damped and wave breaking effect of the wave is increased.

10. 发明专利

JPH0384111A COATED BLOCK 失效
公开(公告)号：JPH0384111A
公开(公告)日：1991-04-09
申请号：JP21970789
申请日：1989-08-25
申请人： MINI PUBLIC WORKS , TOYO CONSTRUCTION
发明人： UTA TAKAAKI , FUJIWARA RYUICHI
IPC分类号： E02B3/14
摘要： PURPOSE:To overlap a coated block to make it possible to have a half-lap joint by providing half-lap joint horizontal projections to four sides of the block so that two of them can be provided to the upper half of the thickness in a pair of two sides at a right angle and that other two can be provided to the lower half of the thickness in a pair of another two sides. CONSTITUTION:A block body 2 is formed in the shape of a square from a plane view, and upper horizontal projections 5 and 6 provided to the upper half of two sides at a right angle and lower horizontal projections 3 and 4 provided to the lower half thereof are continued each in the shape of an L, then a through-hole 7 is provided to the center of the entire of the block. When the coated block 1 is laid, the upper horizontal projections 5, 6 on one side adjacent forward, backward and sideways are overlapped with the lower horizon tal projections 3, 4 on the other side to make a half-lap joint, and the entire is in a state of a one-piece. According to the constitution, facility execution can be easily made, and even if the coated block is relatively lightweight, it can sufficiently withstand external force caused by waves and stream.

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