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1. 发明专利

JPS5961605A Revetment work 失效
标题翻译：退款工作
公开(公告)号：JPS5961605A
公开(公告)日：1984-04-07
申请号：JP16912182
申请日：1982-09-27
申请人： Kawasaki Steel Corp
发明人： SHIODA KEISUKE
IPC分类号： E02B3/06 , E02B3/04 , E02B3/12
CPC分类号： E02B3/04
摘要： PURPOSE:To construct a revetment on soft ground by a method in which a vertical slit is formed in a steel sheet pile row facing the water side, the heads of the steel sheet piles are connected, wave-breaking blocks are packed between the steel sheet pile row, and the heads of the steel sheet pile row are fixed with a top slab. CONSTITUTION:Steel sheet piles are driven in a row into the base ground to form the bank side outer wall 13, and long steel sheet piles 14 are driven at a given interval from the outer wall 13. Short steel sheet piles 15 are driven between the long steel sheet piles 14 to form slits 14a between the long steel sheet piles. The heads of the bank side outer wall 13 and the long steel sheet piles 14 are connected with tie rods 3, and wave-breaking blocks 16 are charged into the space between the sheet pile rows. The heads of the steel sheet pile rows are fixed with a concrete top slab 5, and filling soil and sand 7 is packed.
摘要翻译：目的：通过在钢板桩排面向水面形成垂直狭缝的方法，在软土地上构造护岸，将钢板桩的头部连接起来，在钢板之间装有波浪破碎块桩列，钢板桩列的头部固定有顶板。构成：将钢板桩连续地驱动到基座地面中以形成堤侧外壁13，并且从外壁13以给定间隔驱动长钢板桩14。短钢板桩15在长钢板桩14在长钢板桩之间形成狭缝14a。堤侧外壁13和长钢板桩14的头部与拉杆3连接，波浪破碎块16被填充到片桩列之间的空间中。钢板桩的头部固定有混凝土顶板5，填充土砂7。

2. 发明专利

JPS59173419A On-site driving of double-steel tubular concrete pile 失效
标题翻译：双钢管混凝土桩的现场驾驶
公开(公告)号：JPS59173419A
公开(公告)日：1984-10-01
申请号：JP4718183
申请日：1983-03-23
申请人： Kawasaki Steel Corp
发明人： SHIODA KEISUKE
IPC分类号： E02D5/28 , E02D5/56 , E02D7/22
CPC分类号： E02D5/56
摘要： PURPOSE:To eliminate the occurrence of pollution with noise and vibration during the pile driving period by forming an on-site driven double-steel tubular concrete pile from cement mortar or concrete placed into the space between an outer steel tube having a spiral rib on its periphery and an inner tube inserted into the outer steel tube. CONSTITUTION:A double-steel tubular pile is formed from cement mortar or concrete 15 placed into the space between an outer steel tube 11 having a spiral rib 13 having a screw function, welded to the outside of a steel tube 12, and an inner tube 14 concentrically inserted into the outer tube 11. Since the outer tube 11 is set by means of screw, the occurrence of pollution with noise and vibration can be avoided and the construction of the double-steel tubular pile in urban area or their neighborhood can be attained.
摘要翻译：目的：通过从水泥砂浆或混凝土中形成现场驱动的双钢管混凝土桩，消除在打桩期间产生噪音和振动的污染物，并将其放置在其上具有螺旋肋的外钢管之间的空间内外周和插入外钢管的内管。构成：将水泥砂浆或混凝土15放置在具有焊接到钢管12的外部的具有螺纹功能的螺旋肋13的外侧钢管11和内管之间的空间内形成双钢管状桩 14同心地插入外管11.由于外管11通过螺丝固定，所以可以避免发生噪声和振动的污染，并且可以在市区或其附近建立双钢管桩实现。

3. 发明专利

JPS5955910A Wave-breaking revetment work 失效
标题翻译：防波堤工作
公开(公告)号：JPS5955910A
公开(公告)日：1984-03-31
申请号：JP16627482
申请日：1982-09-24
申请人： Kawasaki Steel Corp
发明人： SHIODA KEISUKE
IPC分类号： E02B3/06
CPC分类号： E02B3/06 , Y02A10/15
摘要： PURPOSE:To raise the working efficiency of harbor facilities by a method in which a wave-breaking structure having tidal wave through holes is attached to the top slab connecting the tops of steel sheet piles in such a way as to provide a sufficient bearing force, a sufficient stability, and a sufficient wave-breaking function for the revetment. CONSTITUTION:The ground 1 is excavated, steel sheet piles 2 are driven in two rows, the tops of the steel sheet piles 2 are connected with a tie rod 3, and filling soil and sand 4 are packed into the space between the piles 2. Between the tops of the steel sheet piles 2 set in two rows is fixed with a concrete top board 5 to construct a foundation. A wave-breaking structure 30 having tidal wave through holes 15 on its sea side is fixed to the upside of the top board 5. The ground on the sea side is excavated to the seabed 21 and backing soil 7 is charged to construct a double sheet pile type of wave-breaking revetment.
摘要翻译：目的：为了提高港口设施的工作效率，方法是将具有潮汐通孔的波浪式结构连接在连接钢板桩顶部的顶板上，以提供足够的承载力，足够的稳定性和对护岸的充分的破波功能。构成：将地面1挖出，将钢板桩2排成两排，将钢板桩2的顶部与拉杆3连接，将填土砂4装入桩2之间的空间。在钢板桩2的两排之间固定有混凝土顶板5以构成基础。具有在其海侧的潮波通孔15的波纹结构30固定在顶板5的上侧。海面上的地面被挖掘到海床21，并且背衬土壤7被填充以构成双层板桩型波纹护岸。

4. 发明专利

JPS6114318A Reducing method of shock wave force against marine structure 失效
标题翻译：减少海浪结构冲击波力的方法
公开(公告)号：JPS6114318A
公开(公告)日：1986-01-22
申请号：JP13382384
申请日：1984-06-27
申请人： Kawasaki Steel Corp
发明人： SHIODA KEISUKE
IPC分类号： E02B17/02 , E02B17/00
CPC分类号： E02B17/003
摘要： PURPOSE:To reduce shock wave force, by a method wherein covering material forming a plurality of projections of hollow air chambers on the surface and having elasticity and flexibility is provided outside the circumference of a steel pipe member of a marine structure. CONSTITUTION:Covering material 11 made of synthetic resin, rubber or the like having a plurality of projections 11b with hollow air chambers 11a on the surface and having elasticity and flexibility is formed. And by means of fixing bands 15, the covering material is fitted outside the circumference of a steel pipe member 12 for a foundation pile or the like for a marine structure 1 at a sea berth in a sphere of a height of wave breaking point from still water surface 13.
摘要翻译：目的：为了减少冲击波力，通过在海洋结构的钢管构件的圆周外部设置在表面上形成多个中空空气室的突起并且具有弹性和柔性的覆盖材料的方法。构成：由合成树脂制成的覆盖材料11，表面具有多个具有中空空气室11a的突起11b的橡胶等，并具有弹性和柔性。并且，通过固定带15，将覆盖材料安装在用于海底结构1的地基桩等的钢管构件12的圆周的外侧，海底结构1在距离静止的波浪断裂点的高度的球体中水面13。

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