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    • 1. 发明专利
    • MANUFACTURE OF PRECAST CONCRETE MEMBER
    • JPH01159208A
    • 1989-06-22
    • JP31743187
    • 1987-12-17
    • TAISEI CORPNIPPON FUME CAN KK
    • SEGUCHI TAKEOMIYAZAKI NAOSHIYANAGISAWA KOJIMAEHARA KAZUMASA
    • B28B23/04B28B23/02
    • PURPOSE:To prevent a foreign matter from interposing into an inner circumferential surface by eliminating wavy unevenness of the surface by a method wherein concrete is placed within a concrete form by setting a leverlike body to an arrangement position of a reinforcing steel material and the leverlike body is pulled out under a state where the concrete is not solidified. CONSTITUTION:A leverlike body 2 as a concrete form for molding of a sheath part for piercing through a main line of a pillar constituted of a steel pipe possessing a form corresponding to a section of the same sheath is set up to the sheath part in the concrete form 1 for manufacture of a precast concrete pillar member. Then after arrangement of necessary reinforcing iron rods such as reinforcing hoop iron rods have been performed, concrete 4 is placed within the concrete frame 1, the leverlike body 2 is pulled out under a state where the same placed concrete 4 is not solidified and the sheath part is molded. Accuracy of the sheath part can be secured without performing a displacement or a deformation through external force at the time of placement of the concrete, by constituting the leverlike body of a member possessing sufficient strength.
    • 7. 发明专利
    • JPH05339950A
    • 1993-12-21
    • JP16821292
    • 1992-06-04
    • TAISEI CORP
    • FUJII SHUNJIYANAGISAWA KOJI
    • E02D27/00E02D27/48E21D9/06
    • PURPOSE:To reduce a cost and improve work executing ability by a method wherein a plurality of pipe bodies each containing an excavating means are vertically formed in parallel at intervals, a beam formed such that the adjoining pipe bodies are intercoupled through a steel plate is pushed in a ground and erected between piles. CONSTITUTION:A pile 1 is vertically built and a groove is formed in a head part. An upper pipe and a lower pipe, both being a two-end open type, are intercoupled through a beam 3, a cutting edge is arranged to the tip part of the beam 3, and an excavating means is contained in each of the upper and lower pipes. The excavating means are horizontally pushed in a ground by a pusher and the beam 3 is inserted through the groove of the pile 1 for coupling. The beam 3 forms combination of a small steel pipe and a steel plate to minimize an amount of placed concrete and reduce a cost.
    • 10. 发明专利
    • POST BEAM JOINING STRUCTURE IN WOOD STRUCTURE
    • JPH01142145A
    • 1989-06-05
    • JP29608387
    • 1987-11-26
    • TAISEI CORP
    • YANAGISAWA KOJI
    • E04B1/38E04B1/26E04B1/58
    • PURPOSE: To construct rigid connection by fitting beam main bodies onto a column joint face from respective clearances between vertical connection pieces of upper and lower columns, engaging tip locking projections in the adjacent beams with each other, and connecting the beam main bodies to the respective vertical connection pieces. CONSTITUTION: Respective beam main bodies 4 of four beams B are fitted in a joint space between upper and lower columns A from respective clearances between adjacent vertical connection pieces 1, 1 in each of the upper and lower columns A. Then, locking projections 3 in the respective beams B are diagonally engaged with each other in a gammadion shape, each of bolts C is passed through respective bolt holes 2, 5 in the adjacent vertical connection pieces 1, 1 and the beam main body 4 and fastened, and consequently, the beams B are connected to the columns A in a cross shape. In this way, without using any plate metal fitting or the like, rigidity of the column and the beam is increased while hardly deformed column-beam rigid connection for a rigid-framed bridge and the like can be constructed without any deterioration in wooden textures.