JOINT STRUCTURE FOR LINING PIECE
    33.
    发明专利

    公开(公告)号:JP2001146892A

    公开(公告)日:2001-05-29

    申请号:JP32978099

    申请日:1999-11-19

    IPC分类号: E21D11/04

    摘要: PROBLEM TO BE SOLVED: To provide joint structure for lining pieces improving workability and rigidity without excessively increasing the number of bolts by heightening the rigidity of parts in need of strength, particularly parts in need of tensile strength without uniformly heightening the strength of joint parts for the lining pieces constituting the external wall of an underground space of large cross section. SOLUTION: A plurality of rectangular tunnel lining 12a-12f formed by jointing a plurality of lining pieces by joint parts 34, 36 between the lining pieces, are connected to one another to form the external wall 14 of a rectangular underground space 10 of large cross section. In this case, the joint parts 34 between the lining pieces of the respective lining 12a-12f positioned on the outer surface side of corner parts 30 and the inner surface side of center parts of the respective sides of the external wall 14 of the underground space 10 are formed in structure higher in rigidity than the joint parts 36 between the other covering pieces.

    METHOD AND DEVICE FOR AUTOMATIC ELEVATION AND SINK OF PROVISIONALLY INSTALLED MEMBER

    公开(公告)号:JP2001106486A

    公开(公告)日:2001-04-17

    申请号:JP29224099

    申请日:1999-10-14

    申请人: TODA CONSTRUCTION

    IPC分类号: E04G1/18 B66F7/14 E04G21/32

    摘要: PROBLEM TO BE SOLVED: To provide a method and device for automatic elevation and sink of provisionally installed members easily along the outer side surface of a building while the structure remains simple. SOLUTION: A guide frame 2 and an elevating base member 3 are engaged slidably relative to each other in the vertical direction, and a screw shaft 16 rotated by a motor 14 is supported by one of them 2 and 3 rotatably in the vertical direction while a nut 20 to admit fitting-in of the screw shaft 16 is fixed to the other. Provisionally installed members 31 and 41 are attached to either of the guide frame 2 and base 3, either of which is engaged with the building frame 10 and the other is elevated and sunk with the regular or reverse rotation of the motor 14, and this operating cycle is repeated alternately so that the provisionally installed members 31 and 41 are elevated and sunk along the outer side surface of the building. Owing to simple elevating/sinking mechanism using the screw shaft 16 and nut 20, the whole device can be constructed compact and light, and it is possible to facilitate the fine adjustment of the positions where the members 31 and 41 are installed.

    UNDERGROUND EXTERIOR WALL FOR STRUCTURE AND CONSTRUCTION METHOD THEREFOR

    公开(公告)号:JP2001040681A

    公开(公告)日:2001-02-13

    申请号:JP22093899

    申请日:1999-08-04

    IPC分类号: E02D29/00 E02D5/20 E04B2/84

    摘要: PROBLEM TO BE SOLVED: To obtain a construction method capable of easily providing one united body by attaching covers to flange and web of core members when building a column strip wall, they are exposed when building the exterior wall, and they are embedded in the exterior wall by placing bars and pouring concrete. SOLUTION: An underground exterior wall 1 is constituted with a soil cement column strip wall 2 and exterior wall 3 at the natural ground side 2a. When earth-retaining column strip wall 2 is constructed, a cover 14 such as hard plastics is covered to the flange 6 and web 7. Next, the covered portion is exposed by chipping, flange 6 and web 7 are exposed, reinforcement 8 is arranged along the flange 6, a formwork 15 for exterior wall is assembled and concrete 16 is poured. Part of the flange 6 and web 7 of the core member 4 is roughly finished, and also lateral bars 8b may be welded to the flange. Shear connectors such as stud bolts may be provided for the web 7 so as to locate them inside the exterior wall 3. In this way, reinforcement can be easily performed, and the underground wall having a large degree of composite for column strip wall and exterior wall can be constructed by a simple method.

    METHOD AND DEVICE FOR SUPPLYING MATERIAL FOR CONCRETE

    公开(公告)号:JP2001040639A

    公开(公告)日:2001-02-13

    申请号:JP22018799

    申请日:1999-08-03

    IPC分类号: E02B7/00 B65G57/03 E04G21/02

    摘要: PROBLEM TO BE SOLVED: To provide a method and a device for supplying a material for concrete capable of preventing the scattering of cement in a process in which the material for concrete is transported by a belt conveyor. SOLUTION: The material supply device 10 for concrete has the first aggregate supply section supplying the upper section of the belt 2a of a belt conveyor 2 with aggregate, a cement supply section supplying the upper section of aggregate being supplied on the belt by the first aggregate supply section and carried by the belt with cement and the second aggregate supply section supplying the upper section of cement being supplied on the aggregate by the cement supply section and carried by the belt with the next aggregate, and the first aggregate supply section and the second aggregate supply section are composed of an aggregate branch chute 1. The first discharge opening of the aggregate branch chute is arranged so as to discharge aggregate to the side of the belt conveyor upper than the position of cement discharged by the cement supply section while the second discharge opening is arranged so as to discharge aggregate to the side of the belt conveyor lower than the position of cement discharged.

    DRUM MIXER FOR KNEADING CONCRETE
    40.
    发明专利

    公开(公告)号:JP2001001334A

    公开(公告)日:2001-01-09

    申请号:JP17738999

    申请日:1999-06-23

    IPC分类号: B01F9/08 B28C5/22

    摘要: PROBLEM TO BE SOLVED: To improve an agitation function and to secure a desired kneading time by eliminating the retention of aggregate in the neighbourhood of the outlet of a mixer and on the inlet side and preventing the adhesion of concrete between agitating blades. SOLUTION: Multistage of agitating blades 11, 12,... are installed in the axis L direction of a drum 4, and the positions of the blade 11 of one stage and the blade 12 of the adjacent stage are made different in the circumferential direction of the drum 4. The blades 11, 12,... have an angle and a shape to return a material scooped by the rotation of the drum 4 to the inlet 5 side. On the inlet 5 side of the inner circumferential surface of the drum 4, spiral blades 7, 8,... for preventing the stagnation of the material while controlling the abrupt flow of the material to the blade 11 are installed. Three blades 11, 12,... are installed at nearly equal intervals in the circumferential direction of the drum 4. The blades 11, 12,... are installed toward the rotational direction R of the drum 4 at an angle of approximately 50 degrees to the inner circumferential surface of the drum 4.