专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2987019B2 失效
公开(公告)号：JP2987019B2
公开(公告)日：1999-12-06
申请号：JP30972892
申请日：1992-10-26
申请人： SHINNIPPON SEITETSU KK , HAZAMAGUMI KK , OOBAYASHIGUMI KK , TOKYU KENSETSU KK , OKUMURAGUMI KK , SHIMIZU KENSETSU KK
发明人： KUGA TAKASHI , TAZAKI KAZUYUKI , TATSUTA MASATAKE , FURUBE HIROSHI , HIRAI MASAYA , SUZUKI TAKUMI , HIRAO JUNICHI , MAIDA TOSHIRO , SAKAI KUNITO , SHIBUSAWA SHIGEHIKO , SAKA SHIRO , MIZUTANI YOSHUKI , WATANABE TOSHIO
IPC分类号： E02D5/20 , E02D5/04 , E02D13/00 , E02D13/02

2. 发明专利

JP2897855B2 失效
公开(公告)号：JP2897855B2
公开(公告)日：1999-05-31
申请号：JP28195392
申请日：1992-10-20
申请人： SHINNIPPON SEITETSU KK , SHIMIZU KENSETSU KK , HAZAMAGUMI KK , OOBAYASHIGUMI KK , TOKYU KENSETSU KK , OKUMURAGUMI KK
发明人： TAZAKI KAZUYUKI , TATSUTA MASATAKE , WATANABE TOSHIO , FURUBE HIROSHI , HIRAI MASAYA , SUZUKI TAKUMI , HIRAO JUNICHI , SAKAI KUNITO , SHIBUSAWA SHIGEHIKO , MYAZAKI FUTOSHI , SAKA SHIRO , MIZUTANI YOSHUKI
IPC分类号： E02D5/20

3. 发明专利

JP2992915B2 失效
公开(公告)号：JP2992915B2
公开(公告)日：1999-12-20
申请号：JP15015192
申请日：1992-05-19
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/18 , E02D5/76 , E02D17/04

4. 发明专利

JPH11152899A CONSTRUCTION METHOD OF TOWER STRUCTURE AND CONSTRUCTION THEREOF 失效
公开(公告)号：JPH11152899A
公开(公告)日：1999-06-08
申请号：JP33785397
申请日：1997-11-21
申请人： MINI PUBLIC WORKS , SENTAN KENSETSU GIJUTSU CENTER , ISHIKAWAJIMA HARIMA HEAVY IND , OKUMURA CORP , KAWASAKI STEEL CO , SATO KOGYO , SHIMIZU CONSTRUCTION CO LTD , TOKYU KENSETSU KK , TOBISHIMA CONSTRUCT CO LTD , NIPPON HUME PIPE , HAZAMA GUMI , FUJITA CORP , MAEDA CONSTRUCTION
发明人： ASHIDACHI TAKUYA , KOGA YASUYUKI , TSUKIDA YOSHIHIRO , AZUMA KUNIKAZU , OOKUBO HIROHISA , IWATO MASAHIKO , KIKUCHI HIROSHI , SHIBUSAWA SHIGEHIKO , NAGURA MASAO , IWASA SEIJI , MURAKAMI YUJI , KAMIYA TOMEI , HARA NATSUO
IPC分类号： E01D19/02 , E04G21/14 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To efficiently assemble reinforcements by erecting vertical steel along a skeleton, mounting reinforcement assemblies from the outside to form reinforcing materials at site, and placing concrete in a form to construct a tower structure. SOLUTION: An inner precast slab 9 is erected on a bridge pier foundation, vertical steel 3 is placed on a steel projecting from the bridge pier foundation, they are fastened together by welding or by bolts or rivets through joint plates. Reinforcement assemblies 4 are mounted on the vertical steel 3 from the outside, and after the lower parts are connected to reinforcements projecting from the bridge pier foundation, an outer precast slab 10 is erected. Concrete is placed in a space between the inner and outer precast slabs 9, 10 to construct the skeleton 2 of the bridge pier 1. The reinforcement assembly 4 is formed by arranging helically surrounding reinforcements 6 around a plurality of vertical reinforcements 5. Belt reinforcements are previously buried in the inner/outer precast slabs 9, 10, but they can be fitted in the exposed state inside. Hereby the used reinforcement quantity can be remarkably reduced, and the assembling work can be saved in labor and made efficient.

5. 发明专利

JP2876265B2 失效
公开(公告)号：JP2876265B2
公开(公告)日：1999-03-31
申请号：JP14106092
申请日：1992-05-07
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/18 , E02D5/03 , E02D5/20 , E02D31/02

6. 发明专利

JP2992913B2 失效
公开(公告)号：JP2992913B2
公开(公告)日：1999-12-20
申请号：JP11955092
申请日：1992-04-14
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/18 , E02D5/04 , E02D5/80 , E02D17/04

7. 发明专利

JPH06322749A JOINT SEAL OF STEEL ELEMENT FOR CONTINUOUS UNDERGROUND WALL 失效
公开(公告)号：JPH06322749A
公开(公告)日：1994-11-22
申请号：JP13509393
申请日：1993-05-14
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/20
摘要： PURPOSE:To prevent concrete or the like from sticking to joints, by providing a groove containing the joints of steel elements and a contact face formed to correspond with the shape of an interlocking pipe, in a belt. CONSTITUTION:A joint 41 of a steel element 40 is contained in a containing groove 32 of a joint seal 30 and the seal 30 is attached along the joint 41. Next, after the element 40 has been equipped in the state that the seal is fitted thereto, the interlocking pipe 20 is installed within an excavated groove 50 so as to contact the contact face 327 of the seal 30. Next, concrete is placed in the element 40 and cured, and then the pipe 20 is pulled out and the seal is removed. The groove 50 is excavated and the element 40 is arranged in the groove 50 and further, the joint 42 without attached seal 30 is connected to the joint of the element 40 in the excavated groove 50. Moreover, after the pipe 20 has been erected, the same process is repeated to construct a continuous underground wall.

8. 发明专利

JPH06136754A REMOVAL WORK METHOD FOR UPPER SECTION OF UNDERGROUND CONTINUOUS WALL 失效
公开(公告)号：JPH06136754A
公开(公告)日：1994-05-17
申请号：JP30972892
申请日：1992-10-26
申请人： NIPPON STEEL CORP , HAZAMA GUMI , OHBAYASHI CORP , TOKYU KENSETSU KK , OKUMURA CORP , SHIMIZU CONSTRUCTION CO LTD
发明人： KUGA TAKASHI , TAZAKI KAZUYUKI , TATSUTA MASATAKE , FURUBE HIROSHI , HIRAI MASAYA , SUZUKI TAKUMI , HIRAO JUNICHI , MAIDA TOSHIROU , SAKAI KUNITO , SHIBUSAWA SHIGEHIKO , SAKA SHIRO , MIZUTANI YOSHIYUKI , WATANABE TOSHIO
IPC分类号： E02D5/20 , E02D5/04 , E02D13/00 , E02D13/02
摘要： PURPOSE:To enable removal works for the upper section of an underground continuous wall to be quickly and easily carried out at low cost. CONSTITUTION:A steel bottom plate 2 is fixed onto the lower end section of an upper member 1 composed of steel sheet piles or pipes, and the upper section of a connecting member 3 composed of H shape steel is fixed onto the lower section of the steel bottom plate 2, and the lower section of the connecting member 3 is connected to the upper section of steel sheet piles 5 for an underground continuous wall, which is provided with parallel flanges 4, so that the underground continuous wall 6 is thereby formed. A cutting machine is inserted in the inside of the upper member 1 from above to cut off the lower side section of the upper member 1, subsequently, the upper side section of the upper member 1 is pulled out so as to be removed.

9. 发明专利

JPH06128947A CONSTRUCTION METHOD FOR STEEL-MADE UNDERGROUND CONTINUOUS WALL 失效
公开(公告)号：JPH06128947A
公开(公告)日：1994-05-10
申请号：JP30314492
申请日：1992-10-16
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/04
摘要： PURPOSE:To make it possible to construct an underground wall which is thinner and deeper than a wall body by installing out a box-shaped sheet pile support member which supports a natural ground at a position except for a box pile sheet joint, and what is more, laying out the joint at the position which allows the bending moment of the natural ground to be positive. CONSTITUTION:A box sheet pile B forms a joint 1 on both ends of two outside steel plates 2 in parallel by way of a partitioning plate 3. A ditch is excavated in the ground. A plurality of the box sheet piles B are placed into the ditch one by one while the joints 1 are engaged with each other so that concrete may be cast into the space enveloped with the outside steel plates 2 and the partitioning plate 3 or the whole excavated ditch. After the concrete is cured and the continuous underground wall is completed, one side of the wall is excavated so as to construct various kinds of structures. During the construction, the joints 1 of the box sheet piles are excluded from the support members and laid out so that the bending moment of the underground wall on the natural ground side may be positive.

10. 发明专利

JPH05311644A 失效
公开(公告)号：JPH05311644A
公开(公告)日：1993-11-22
申请号：JP14106192
申请日：1992-05-07
申请人： TOKYU KENSETSU KK
发明人： SAKAI KUNITO , SHIBUSAWA SHIGEHIKO
IPC分类号： E02D5/18 , E02D5/03 , E02D31/02
摘要： PURPOSE:To prevent the cutoff of the underground water by providing a sheet pile fitted with a cap on a hole in an excavated groove with the cap side face faced to the construction side of an underground structure, filling mortar in the sheet pile, and removing the cap after construction. CONSTITUTION:Through holes 5 penetrating both faces of a sheet pile 1 are provided on both sides of ribs 2, a pipe 6 connecting the through holes 5 is arranged, and a cap is fitted to the opening section of the through hole 5 of the rib 2 on the construction side of an underground structure. Multiple sheet piles 1 are arranged in the excavated groove, and they are connected to each other to construct a continuous wall. Mortar is filled between the excavated groove and the sheet piles 1 and in the sheet piles 1 to fix the sheet piles 1 to the ground. The ground between the continuous wall is excavated, the sheet piles 1 are fixed with beams, then a structure is constructed. The cap is removed, and the excavated ground is back-filled.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式