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

JPH09328755A SOIL RETAINING PANEL FOR TRENCH OUT CONSTRUCTION METHOD 失效
公开(公告)号：JPH09328755A
公开(公告)日：1997-12-22
申请号：JP15123496
申请日：1996-06-12
申请人： NIPPON STEEL METAL PROD , NIKKEN METAL KK , SHINKANDA KOGYO KK
发明人： HANAI MASAJI , MACHIDA SADAO , TAKANEZAWA YOSHIMITSU , IIDA NOBUAKI , YUKI TAKESHI , KAWAGUCHI SEIJI , IIMURA TAMIJI
IPC分类号： E02D17/08
摘要： PROBLEM TO BE SOLVED: To simplify a structure of a soil retaining panel and improve the ease of use by fixing a binding plate at a position where a groove opening in an end part of a vertical beam having a groove fixed on fringes on both sides of a face plate is blocked and providing a connection pin of upper and lower panels in an end part of the vertical beam by utilizing the binding plate. SOLUTION: Vertical beams 1, 1 are fixed in the vertical direction along fringes on both sides of an inner face of a face plate which is formed in such a manner that it has the same size and shape as a soil retaining panel and a plurality of horizontal reinforcing rigid members 2 are fixed in parallel across an interval in the right and left directions and in the vertical direction between the vertical beams 1, 1 on the right and left. The vertical beam 1 is provided with a groove 16 of which front is opened in the vertical direction, and a binding plate 4 is fixed at a position where an opening of the groove 16 in an upper end part and a lower end part is blocked by welding. A connection pin 7 which connects soil retaining panels which are accumulated in the vertical direction is provided in such a manner that it faces up or down in at least one part of the upper end part and the lower end part of the vertical beam 1 by utilizing the binding plate 4. The connection pin 7 is inserted into the groove 16, and a set screw 6 is inserted into a through hole 4a in a condition in which a stopper comes into contact with an end face of the vertical beam 1 and is screwed in a screw hole of the connection pin 7.

2. 发明专利

JPH10219692A TIMBERING STRUCTURE OF EARTH RETAINING PANEL 失效
公开(公告)号：JPH10219692A
公开(公告)日：1998-08-18
申请号：JP2369897
申请日：1997-02-06
申请人： NIPPON STEEL METAL PROD , NIKKEN METAL KK , SHINKANDA KOGYO KK
发明人： HANAI MASAJI , MACHIDA SADAO , TAKANEZAWA YOSHIMITSU , IIDA NOBUAKI , YUKI TAKESHI , KAWAGUCHI SEIJI , IIMURA TAMIJI
IPC分类号： E02D17/08
摘要： PROBLEM TO BE SOLVED: To assemble a timbering structure of earth retaining panels arranged in parallel in an opening excavated groove by a single operator by supporting support jacks so as to be vertically tiltable by a positioning shaft penetrating through vertical sash bars of the earth retaining panels. SOLUTION: Support jacks 2 to timber earth retaining panels 1 and 1 arranged in parallel on both side walls of an opening excavated groove, extend and contract in a screw system by rotation of manual handles 2c. Jack fixing metal fittings 8 are installed on both ends of the jacks 2 through cotters 9, and a shock absorbing rubber plate 7 to come into contact with vertical sash bars 3 is installed. First of all, the jack fixing metal fittings 8 are fixed to one ends of the jacks 2, and are fitted to U-shaped notches of jack receiving plates 5 fixedly arranged on the vertical sash bars 3, and a positioning shaft 11 is inserted, and the jacks 2 are supported so as to be vertically tiltable, and the other jack fixing metal fitting 8 is similarly supported by the positioning shaft 11, and is connected to the jacks 2 by a connecting pin 13, and a length of the jacks 2 is finally adjusted. Therefore, installing work can be performed by a single operator.

3. 发明专利

JPH09310348A SHEATHING PANEL FOR TRENCH CUT METHOD 失效
公开(公告)号：JPH09310348A
公开(公告)日：1997-12-02
申请号：JP12691196
申请日：1996-05-22
申请人： NIPPON STEEL METAL PROD , NIKKEN METAL KK
发明人： HANAI MASAJI , MACHIDA SADAO , IIDA NOBUAKI , TAKANEZAWA YOSHIMITSU , YUKI TAKESHI , KAWAGUCHI SEIJI
IPC分类号： E02D17/08
摘要： PROBLEM TO BE SOLVED: To simplify structure and to make manufacture and execution of work easy by a method wherein channel steels or the like are fixed to both ends of a sheathing plate protecting a side wall of an excavated trench while a reinforcement member is fixed at the center, and vertical frames are formed therewith while the sheathing plates are being heaped up. SOLUTION: Channel steels each having a projected fitting part and a recessed fitting part at its upper and lower part are fixed back to back to both sides of a horizontal stiffness reinforcing member (sheathing plate) 2 made up of a beltlike steel plate or the like by bend-forming, and a reinforcement member 1' made from a channel steel is fixed at the center. The sheathing plates 2 in plural numbers are installed in heaping-up at a side wall of an excavated trench for laying portable water pipes, sewer pipes or the like therein, and thereby a sheathing panel 10 is formed. With the shathing plates 2 heaped up on installation, the projected parts and the recessed parts of the channel steels on both sides are fitted together and a vertical beam 1 is formed thereby while the reinforcement members 1' at the center are connected together to form a vertical beam. Connecting parts of the channel steels are fixed with pins or connecting metal fixtures. The structure of the sheathing plate 2 is simplified while the number of component parts are reduced, making manufacture and transport easy. Thereby, sheathing works can be executed efficiently.

4. 发明专利

JPH09310349A SHEATHING PANEL FOR TRENCH CUT METHOD 失效
公开(公告)号：JPH09310349A
公开(公告)日：1997-12-02
申请号：JP12691396
申请日：1996-05-22
申请人： NIPPON STEEL METAL PROD , NIKKEN METAL KK
发明人： HANAI MASAJI , MACHIDA SADAO , IIDA NOBUAKI , TAKANEZAWA YOSHIMITSU , YUKI TAKESHI , KAWAGUCHI SEIJI
IPC分类号： E02D17/08
摘要： PROBLEM TO BE SOLVED: To improve efficiency in execution of work by a method wherein a sheathing panel is formed with jack connecting members and distance adjustment members provided at both ends of face plates attached to the surface and the reaverse side of skelton frames formed into a gridlike shape, and the panels are heaped up along a side wall of an excavated trench. SOLUTION: Skelton frames 1' and 2' are attached in a gridlike shape to a space formed by vertical beams 1 and horizontal beams 2 and face plates 3 are stuck to the surface and the reverse side of the skelton frames while jack connecting members 4, distance adjustment members 5, projected fitting members 6 and the like are provided at both ends of the face plates, and thereby an edge-equipped sheathing panel 10 is formed. The sheathing panels 10 in plural numbers are installed in heaping-up at a side wall of an excavated trench for laying potable water pipes, sewer pipes or the like therein. On installation, recessed fitting members of the sheathing panel that comes to the upper tier are fitted onto the projected fitting members 6 at both ends, and both of the panels are connected together with pins or the like inserted through pin holes 6a. The sheathing panels are heaped up similarly until they get to a specified height equivalent to the depth of the trench. Therefore, the structure is simplified for the sheathing panel while the number of component parts therefor is reduced, making manufacture and transport easy. Thereby, sheathing work can be executed efficiently.

5. 发明专利

JPH05154824A TRANSFER MATERIAL MADE OF SYNTHETIC RESIN FOR CASTING CONCRETE 失效
公开(公告)号：JPH05154824A
公开(公告)日：1993-06-22
申请号：JP33955391
申请日：1991-11-29
申请人： NIPPON STEEL CHEMICAL CO , NIPPON STEEL CORP , NIPPON STEEL METAL PROD
发明人： OTA AKIRA , KUSHIMA YUKIMASA , YONETANI KIICHI , MATSUI KIYOSHI , TAKANEZAWA YOSHIMITSU
IPC分类号： B28B7/16 , B28B7/26 , B29C49/00
摘要： PURPOSE:To automatically absorb or correct the irregularity due to shrinkage or deformation generated in a transfer material by forming the transfer material transferring an uneven pattern to the surface of cast concrete by blow molding so that mutually engaged stepped parts are provided to the mutually adjacent parts of the transfer materials when a plurality of the transfer materials are assembled at the time of use. CONSTITUTION:Since the outer shape of the transfer surface of a transfer material is generally polygonal, a side having a protruding part 2 and a side having a recessed part 3 are provided to the mutually fitted structural part 1 of the polygonal transfer materials. By combining both parts 2, 3, the dimensional irregularity of the transfer materials can be absorbed. Therefore, the transfer materials can be assembled on a wall surface without hindrance and no concrete leaks from the gaps between the transfer materials. A stepped part is constituted only of the recessed part and a separate member may be inserted. Further, when the rear of the transfer material is formed into a concentrically circular bellows structure, flexibility can be provided to that part.

6. 发明专利

JPH05154823A TRANSFER MATERIAL MADE OF SYNTHETIC RESIN FOR CASTING CONCRETE AND BLOW MOLD THEREFOR 失效
公开(公告)号：JPH05154823A
公开(公告)日：1993-06-22
申请号：JP33955291
申请日：1991-11-29
申请人： NIPPON STEEL CHEMICAL CO , NIPPON STEEL CORP , NIPPON STEEL METAL PROD
发明人： OTA AKIRA , KUSHIMA YUKIMASA , YONETANI KIICHI , MATSUI KIYOSHI , TAKANEZAWA YOSHIMITSU
IPC分类号： B28B7/16 , B29C49/00
摘要： PURPOSE:To enhance the number of times of repeated use of a transfer material, in the blow molding of the transfer material made of a synthetic resin transferring an uneven pattern to the surface of cast concrete, by bonding a part of a parison forming a hollow body under pressure at the time of clamping and providing a tie bar hole to the pressure-bonded part. CONSTITUTION:A protruding part 13 is provided at a predetermined position within the cavity of molds 10, 11 used in blow molding and a part of a parison is bonded under pressure at the time of clamping. At this time, a projection 14 or slide core for opening a through-hole is provided to the tip of the protruding part 13 and the through-hole 3 is opened to perform molding. When this transfer material is used, the tie bar attached to a form 5 is passed through the through-hole 3. When concrete is injected in the molds, exuded concrete is accumulated in the recessed part of the pressure-bonded part 6. Therefore, no concrete flows in the hollow body and the transfer material can be repeatedly used. Further, bonded concrete is easily removed and can also be recovered to be reutilized.

7. 发明专利

JPS63170276A ALUMINA BASE MONOLITHIC REFRACTORIES 失效
公开(公告)号：JPS63170276A
公开(公告)日：1988-07-14
申请号：JP31131086
申请日：1986-12-30
申请人： NIPPON STEEL CORP , NIPPON STEEL METAL PROD , KUROSAKI REFRACTORIES CO
发明人： SAKURAI HIROSHI , HANAMURA AKIRA , YOSHITOMI TAKEKI , KIWAKI SUKEKAZU , OCHI TSUNEO , TAKANEZAWA YOSHIMITSU , YOSHIDA TATSUO
IPC分类号： C04B35/66 , C04B35/76

8. 发明专利

JPH06136939A TRANSFER MATERIAL AND FORM FOR CONCRETE PLACING 失效
公开(公告)号：JPH06136939A
公开(公告)日：1994-05-17
申请号：JP28326492
申请日：1992-10-21
申请人： NIPPON STEEL CHEMICAL CO , NIPPON STEEL CORP , NIPPON STEEL METAL PROD
发明人： OTA AKIRA , MATSUI KIYOSHI , SOYAMA SADAICHI , TAKANEZAWA YOSHIMITSU
IPC分类号： E04G9/00 , E04G9/05
摘要： PURPOSE:To easily disassemble and separate, as independent parts, a transfer material, a metal material frame, and a connecting hook material assembled in a prescribed process after using them for a required purpose by removing assembling bolts and nuts, and recycle them. CONSTITUTION:A concrete placing transfer material 10 consisting of a thermoplastic resin such as polypropylene is integrated into a metal frame 11, and assembled through a connecting hook material 12. A hook part 12a is fitted to a stepped part 13a to mount the connecting hook material 12, and the transfer material 10 is inserted into the metal frame 11 until its collar part 10d makes contact with the upper edge part of the metal frame 11, and fastened and fixed by a bolt 17 in this state. No mounting metal such as nut is buried in the concrete placing transfer material, which thus can contribute to environment protection in recycling.

9. 发明专利

JPH0688344A EXECUTION METHOD OF CONCRETE WALL HAVING NATURAL STONE-LIKE PATTERN ON SURFACE 失效
公开(公告)号：JPH0688344A
公开(公告)日：1994-03-29
申请号：JP26432892
申请日：1992-09-07
申请人： NIPPON STEEL METAL PROD , MAGUNE KAGAKU KK
发明人： MATSUI KIYOSHI , TAKANEZAWA YOSHIMITSU , OGUSHI YOSHIYUKI
IPC分类号： E02B3/12 , E02D29/02 , E04G9/10
摘要： PURPOSE:To form a natural stone pattern by a method wherein concrete is placed inside a wall-surface form panel, the binder of the panel, and concrete are unified to form a projecting section having a stone mansonry patter and forms for shaping the pattern of the panel is peeled. CONSTITUTION:The insides of the indented sections of forms for forming a concrete pattern are filled with mortar 10 and mortar is solidified, thus shaping composite forms 11. A plurality of the forms 11 are built crosswise through an end-thick material 12 at a desired inclination, thus forming a wall-surface form panel 13. A rear form panel 14 is formed while being oppositely faced to the wall-surface form panel 13, and the form panels 13, 14 are held at a specified interval by a separator 15. Concrete 16 is placed between the form panels 13, 14, and mortar 10 is unified with concrete 16, thus shaping projecting sections 17 having stone mansonry patters. Concrete 16 is solidified, the form panels 13, 14 are peeled, and the surfaces of the projecting sections 17 having the stone mansonry patterns are washed out and treated.

10. 发明专利

JPH05230816A CONSTRUCTION METHOD FOR CONCRETE DAM HAVING STONE STACKED PATTERN 失效
公开(公告)号：JPH05230816A
公开(公告)日：1993-09-07
申请号：JP6913592
申请日：1992-02-18
申请人： NIPPON STEEL METAL PROD
发明人： MATSUI KIYOSHI , TAKANEZAWA YOSHIMITSU , SOYAMA SADAICHI
IPC分类号： E02B7/00 , E04G9/10 , E04G11/22 , E04G11/28
摘要： PURPOSE:To improve the work efficiency by installing stone stacked pattern forming plates on respective form panels of a major assembly form, and installing single body form panels having a groove type frame in the lower part of the major assembly form after a lowermost stage body is formed. CONSTITUTION:Single body form panels 11 and 12 are arranged in plurality in the longitudinal direction and in the lateral direction, and a major assembly form 10 is formed, and this is raised in order from below to above, using it for other parts, concrete bodies 30 and 130 are formed, so that a concrete dam can be constructed. In this construction method, stone stacked pattern forming plates are installed on the respective form panels 11 and 12 of the major assembly form 10, and the lowermost stage concrete body 30 is formed of this major assembly form 10. Next, the single body form panels 11 and 12 having groove type frames 17 and 23 on the inner surface outer peripheral edge are installed in the lower part of the lowermost form panels 11 and 12 of the major assembly form 10. This major assembly form 10, 10 is raised forcibly in order from below to above, and while using it for some other purpose, the concrete body 30 is formed. Thereby, a stone stacked pattern can be formed without sticking the stone stacked pattern forming plates every time it is used for some other purpose.

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