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1. 发明专利

DE3482794D1 未知
公开(公告)号：DE3482794D1
公开(公告)日：1990-08-30
申请号：DE3482794
申请日：1984-04-03
申请人： TAKENAKA KOMUTEN CO , SHIMADZU CORP
发明人： SUGIMOTO YASUHIKO , WADA SADAO , TANIDE NAOYOSI - OAZA KOBUKI , KAWABATA OSAMU , YAMAGUCHI TADASHI , YANO SHOZO , SUDA KOBUN , NISHIBAYASHI KAZUO , ISHIDA SHOBEI
IPC分类号： G01N5/00 , G01N33/38

2. 发明专利

JPS6319368A MOLD FRAME APPARATUS FOR FORMING CONCRETE SLAB WITH BEAM 失效
公开(公告)号：JPS6319368A
公开(公告)日：1988-01-27
申请号：JP16267686
申请日：1986-07-10
申请人： TAKENAKA KOMUTEN CO , ASAHI KIZAI CO LTD
发明人： WADA SADAO , MATSUI OSAMU , SUGIMOTO YASUHIKO , YAMAGUCHI TADASHI , OKINO NOBORU , KAJI TETSUO
IPC分类号： E04G1/24 , E04G11/38 , E04G11/42 , E04G13/04 , E04G17/16

3. 发明专利

JP2005054405A Construction method for rising part, and its structure 有权
标题翻译：上升部分的构造方法及其结构
公开(公告)号：JP2005054405A
公开(公告)日：2005-03-03
申请号：JP2003284956
申请日：2003-08-01
申请人： Asahi Kasei Construction Materials Co Ltd , Takenaka Komuten Co Ltd , 旭化成建材株式会社 , 株式会社竹中工務店
发明人： SHIMIZU RYOHEI , YAMAMOTO HIROYUKI , KONDO YOSUKE , YOSHIHARA SHINYA , YAMAZAKI TADASHI , KABEFUSA TADASHI , ONISHI TAKASHI , TACHIKAWA JOJI , YAMAGUCHI TADASHI , OKINO NOBORU
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a rising block dispensing with the installation of a form for placing the rising block and not only installing the rising block with accuracy but also shortening time required for construction to allow simple and easy installation with few construction man-hours.
SOLUTION: This construction method combines a block fixing process of fixing an anchor bolt 3 to a floor slab 2, adjusting the position of a level hardware 4 to a prescribed height to mount it to the lower part of the anchor bolt, allowing the anchor bolt 3 to penetrate from a joint part 1a or an intermediate hole part 1b of a block end to dispose the block 1, supporting the block lower face by the level hardware 4 to install the block 1, and fixing the block 1 by providing a hold-down hardware 5 at an anchor bolt projecting part 3a projected from the block upper face; and a grout filling process of injecting a grout material 6 from the joint part 1a or the intermediate hole part 1b to fill the grout material 6 between the floor slab 2 and the block 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于安装上升块的形式的上升块分配的施工方法，而不仅仅是准确地安装上升块，而且缩短施工所需的时间以允许简单和容易安装施工时间少。解决方案：该结构方法结合了将地脚螺栓3固定在地板2上的块固定过程，将水平硬件4的位置调整到规定的高度以将其安装在锚定螺栓的下部，从而允许锚栓3从块端部的接合部分1a或中间孔部分1b穿透以设置块体1，通过水平硬件4支撑块下表面以安装块体1，并且通过提供块体1来固定块体1 在从块上表面突出的锚定螺栓突出部分3a处的压紧五金件5; 以及从接合部1a或中间孔部1b注入浆料6的灌浆填充处理，以填充落地板2和块体1之间的灌浆材料6.版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JPH0782892A BUILD-IN METHOD OF TEMPORARY STEEL COLUMN FOR REVERSE PLACING CONSTRUCTION METHOD 失效
公开(公告)号：JPH0782892A
公开(公告)日：1995-03-28
申请号：JP22679693
申请日：1993-09-13
申请人： TAKENAKA KOMUTEN CO
发明人： MATSUOKA SHINJI , YAMAGUCHI TADASHI , HARA HIROSHI , HARADA TOSHIO , UMEGAKI HIROYUKI
IPC分类号： E02D29/045 , E04B1/35 , E04G21/14 , E21D13/00
摘要： PURPOSE:To build in a precast main setting pillar accurately and with good workability. CONSTITUTION:For supporting a precast main setting pillar made of concrete as a temporary steel column for supporting an underground building frame in order made from the upper story by a reverse placing construction method with the upper end part of a pile P, a guide pipe 11 provided with an adjusting means adjusting the position in the horizontal direction of the lower end part against a pile hole PH is inserted into the pile hole PH, so as to perform a guide installing work fixing it to the ground in the adjusted condition in a decided posture and position. Next a pillar installing work is carried out, in which the precast main setting pillar C is inserted and brought down up to the decided position in the pile hole HP supported with the pile P in the condition in which the position in the horizontal direction against the pile hole PH is regulated in the guide pipe 11, and fixedly supported. After the precast main setting pillar C is in the condition supported with the upper end part of the pile P, the guide pipe 11 is drawn out from the pile hole PH.

5. 发明专利

JPH062436A METHOD OF CONTROLLING DEFORMATION OF BEAM AND DEVICE THEREFOR 失效
公开(公告)号：JPH062436A
公开(公告)日：1994-01-11
申请号：JP1133893
申请日：1993-01-27
申请人： TAKENAKA KOMUTEN CO
发明人： MOGAMI KIMIHIKO , MIYAGUCHI MASAO , MATSUI OSAMU , SEGAWA TERUO , KOJIMA MASAAKI , YAMAGUCHI TADASHI , TANIGUCHI SATORU , FURUKAWA YUKITAKA , OKADA KATSUYA , OKUNO TOMOHISA , KIKUCHI KIMIO , KAWADA YASUO
IPC分类号： E04B1/18 , E04B1/24 , E04G21/14
摘要： PURPOSE:To carry out adjustment for an outer wall member or a finishing member attached to an upper structure built on a beam, simultaneously with the building of the upper structure. CONSTITUTION:Diagonal members 9 are laid between the top end of a post 7 planted on the longitudinally intermediate part of a beam 5A bridging between stationary parts 4, and the projecting ends of protrusions 8 extending outward from the stationary parts 4 in a condition such that they are positioned on longitudinal extensions of the beam 5A. A tension is applied to the diagonal members 9 so as to bend the beam 5A in a predetermined posture, and thereafter, the restore of the beam 5A into the original posture from the predetermined posture is inhibited until the full load of the upper structure to be supported is applied to the beam 5A in order to maintain the beam 5A in the predetermined posture.

6. 发明专利

JPH02132226A METHOD FOR CONSTRUCTING RETAINING WALL 失效
公开(公告)号：JPH02132226A
公开(公告)日：1990-05-21
申请号：JP28651688
申请日：1988-11-11
申请人： TAKENAKA KOMUTEN CO
发明人： MATSUI OSAMU , YAMAGUCHI TADASHI , KOJIMA MASAAKI
IPC分类号： E02D17/04
摘要： PURPOSE:To aim at the security of the quality of a retaining wall by constructing a guide wall having water stop performance at an inside separated at a required interval from the outer wall of an established underground structure body and drilling the ground between the guide wall and the outer wall deeper than the lower end of the established underground structure body to construct the retaining wall. CONSTITUTION:Pillars 7 and beams 8 provided integral with a base, base beams and the like 6 positioned at the circumference of an established underground structure body 1 and the outer wall 3 of the lowest stairs are removed, a concrete subslab is deposited in grooves formed thereby and guide walls 10a, 10b at the lowest portion are constructed at both sides with plain concrete. The ground between a guide wall (c) and the outer wall 2 are drilled deeper than the lower end of the established underground structure body 1 to construct a retaining wall 3. Drilling liquid or the like to be poured into a bit D is not made to be flowed in the inside space 9 of the established underground structure 1 due to the water stop performance of the guide wall (c). Consequently, the quality of the retaining wall can be secured, its execution becomes easy and the cost of construction can be reduced.

7. 发明专利

JP2571426B2 失效
公开(公告)号：JP2571426B2
公开(公告)日：1997-01-16
申请号：JP28651688
申请日：1988-11-11
申请人： TAKENAKA KOMUTEN CO
发明人： MATSUI OSAMU , YAMAGUCHI TADASHI , KOJIMA MASAAKI
IPC分类号： E02D17/04

8. 发明专利

JPH03122333A METHOD OF CONTROLLING DEFORMATION OF BEAM 失效
公开(公告)号：JPH03122333A
公开(公告)日：1991-05-24
申请号：JP26093989
申请日：1989-10-05
申请人： TAKENAKA KOMUTEN CO
发明人： MOGAMI KIMIHIKO , MIYAGUCHI MASAO , MATSUI OSAMU , SEGAWA TERUO , KOJIMA MASAAKI , YAMAGUCHI TADASHI , FURUKAWA YUKITAKA , OKADA KATSUYA , OKUNO TOMOHISA , KIKUCHI KIMIO , KAWADA YASUO
IPC分类号： E04B1/18 , E04B1/342 , E04G21/14
摘要： PURPOSE:To adjust the posture of armor material, etc., in parallel with the construction of an upper structure by bending a beam provided with camber into the specified posture, and then giving resistance for checking the restoration until the full load of an upper structure works on the beam. CONSTITUTION:A beam 5A provided with camber is laid down, and the beam is given load, and is bent into a specified posture. And, after that, a resistance, which checks the restoration from the specified posture to the original cambered posture until the full load of un upper structure to be supported works on the beam 5A, is given to the beam 5A from above. As this resistance giving means, a method is used such as that a post 7 is erected at the center in longitudinal direction of the beam 5A, and that oblique materials 9... for regulating the upper and lower positions of a post 7 is layed down over both ends in longitudinal direction of the beam 5A and the top of the post 7.

9. 发明专利

JP2571427B2 失效
公开(公告)号：JP2571427B2
公开(公告)日：1997-01-16
申请号：JP28651788
申请日：1988-11-11
申请人： TAKENAKA KOMUTEN CO
发明人： MATSUI OSAMU , YAMAGUCHI TADASHI , KOJIMA MASAAKI
IPC分类号： E02D29/045 , E04G23/08 , E21D13/00

10. 发明专利

JPH07102585A BUILDING METHOD OF STRUCTURAL STUD 失效
公开(公告)号：JPH07102585A
公开(公告)日：1995-04-18
申请号：JP27757793
申请日：1993-10-07
申请人： TAKENAKA KOMUTEN CO
发明人： FURUKAWA MASAHIKO , KITAMURA TOSHINAO , MATSUOKA SHINJI , YAMAGUCHI TADASHI , HARA HIROSHI
IPC分类号： E02D27/12 , E02D13/04 , E02D29/045 , E04G21/18 , E21D13/00
摘要： PURPOSE:To build a structural stud accurately by reducing an effect due to the fluidization of concrete with the placing of concrete. CONSTITUTION:H-steel 5 is inserted into a succeeding unit hole 6 up to an intermediate position Lm lower than the level of finally placed concrete 10 by a fixed quantity and higher than a final inserting position Ls by a fixed quantity. Concrete 10 is placed up to a lower position near the lower end of H-steel 5, and H-steel 5 is inserted up to the final inserting position Ls in placed concrete 10. Concrete 10 is placed up to a finally placed level Le, and a structural stud is built.

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