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41. 发明专利

JPH04118438A METHOD AND APPARATUS FOR CONSTRUCTION OF BUILDING 失效
公开(公告)号：JPH04118438A
公开(公告)日：1992-04-20
申请号：JP23774590
申请日：1990-09-07
申请人： MITSUBISHI HEAVY IND LTD , SHIMIZU CONSTRUCTION CO LTD
发明人： MATSUMOTO TAKEJI , MURAMOTO HIROKI , MUKOYA YOSHINORI , SEKI YOICHI , MAEDA JUNICHIRO , KONDO KOJI , OKUYAMA NOBUHIRO , ABE YOSHIKAZU , HAKIRI MICHIO
IPC分类号： E04B1/35 , E04G21/14
摘要： PURPOSE:To construct a building with high efficiency by a method in which a frame is lifted by a liftup mechanism to form a working space, and desired building parts are arranged by a vertical carrier and a horizontal carrier. CONSTITUTION:A roof 13 having a horizontal carrier 14 to carry parts is fixed to the upside of a frame 12, and a vertical carrier 15 to be freely connected with the carrier 14 is set on the side of a building K. The core parts 10 of the building K are stacked up, and the frame 12 is raised by a liftup mechanism 16 by taking reaction from the core parts 10 to form a working space above the building k. Desired building parts are transported from the ground's surface to working site by using the carriers 14 and 15 to construct the building K.

42. 发明专利

JPH04106270A AUTOMATIC BAR ARRANGEMENT DEVICE 失效
公开(公告)号：JPH04106270A
公开(公告)日：1992-04-08
申请号：JP22228090
申请日：1990-08-23
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO HITOSHI , HONDA TADAYOSHI , KAJIOKA YASUO , KISHINO TOMIO , SEKI YOICHI , MOROI YOJI , OTSUKA SHIGEKI
IPC分类号： E04G21/12 , B23P21/00
摘要： PURPOSE:To facilitate bar arrangement work by providing a main bar positioning device and a main bar arrangement device, placing web reinforcements to the main bars to bind the web reinforcements and main bars, and drawing the main bars lengthwise of them. CONSTITUTION:Stirrups S are set to a stirrup set device 60 to set to a stirrup arrangement device 30, and main bars M are mounted on horizontal moving sections 22. A main bar arrangement device 20 is operated to arrange the main bars M to grooves 11a of arm sections 11 of a main bar positioning device 10. After that, the stirrup arrangement device 30 is moved to a specific position to pass the main bars M through the inside of an opening 31, and one end of the main bars M is held by a holding means 51 of a drawing device 50. Then, the drawing device 50 is moved in the drawing direction, and the main bars M and stirrups S are bound with a binding device 40. According to the constitution, man power required for arrangement work can be reduced.

43. 发明专利

JPH03267439A PRECAST CONCRETE CONSTRUCTION OF THICK WALL 失效
公开(公告)号：JPH03267439A
公开(公告)日：1991-11-28
申请号：JP6607590
申请日：1990-03-16
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HASHIMOTO SUSUMU , SEKIGUCHI KENJI , SAKAI YOSHINORI , SAITO MASANAO , OTA TATSUMI , SEKI YOICHI , SAITO YUTAKA , SAKAGUCHI NOBORU , UMAZUME HARUHIKO
IPC分类号： E04B1/98 , E04B2/86
摘要： PURPOSE:To shorten the period of construction by a method in which two PC plates are set at a given interval by facing each other, reinforcing bars are set between the PC plates, and concrete is placed into the space between the PC plates. CONSTITUTION:Two PC plates 2 each of which is divided horizontally are set by facing each other at a given interval S and horizontal and vertical reinforcing bars 2a and 3 are arranged on the insides of the divided PC plates 2. A notch 2b tapered in the direction of parting line L of V-groove and a cotter 2c formed by intermittently cutting the notch 2b are provided to the PC plate 2. Concrete 4 is placed into the space between PC plates 2 to form an integrated wall structure of thickness T. The strong thick wall 1 can thus be constructed.

44. 发明专利

JPH03235837A METHOD OF CONSTRUCTION FOR PILLAR AND BEAM 失效
公开(公告)号：JPH03235837A
公开(公告)日：1991-10-21
申请号：JP3176090
申请日：1990-02-13
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TOMINAGA HIROO , MURAI YOSHINORI , SUGIMOTO HIROSHI , SAKAGUCHI NOBORU , SEKI YOICHI
IPC分类号： E04B1/16 , E04B1/30 , E04C3/20
摘要： PURPOSE:To improve execution workability in a work site so as to reduce a term of works by setting up a pillar unit while inserting a main reinforcement into its insertion hole, link-mounting a beam of steel construction between the pillar units and placing concrete in a connection part. CONSTITUTION:A required number of pillar units 15... of reinforced concrete structure, in which insertion holes 16... for pillar main reinforcements 11..., 13... are formed and further shear reinforcements 17... are built in a vertical direction, are previously manufactured. Next the pillar units 15..., while the pillar main reinforcements 11..., 13... are inserted to the insertion holes 16... thereof, are set up by providing the pillar main reinforcements 11..., 13... in a pillar construction part of a structure. Next the pillar units 15 are formed into an integral structure with beams 20... by link-mounting the beams 20... of steel construction between the pillar units 15... to place concrete in a connection part between the pillar units 15... and the beams 20....

45. 发明专利

JPH03132521A STRUT CONSTRUCTION METHOD OF BASEMENT FLOOR EXCAVATION WORK 失效
公开(公告)号：JPH03132521A
公开(公告)日：1991-06-05
申请号：JP26997089
申请日：1989-10-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MOROI YOJI , TAKAHASHI SATOSHI , YOSHIMURA MASAHIRO , SAITO YUTAKA , KUROSE YUKINOBU , SEKI YOICHI , OKUYAMA NOBUHIRO , OTSUKA SHIGEKI , UMAZUME HARUHIKO
IPC分类号： E02D17/04 , E02D29/00
摘要： PURPOSE:To reduce construction costs by providing back-filling members between landslide protection walls and walings, driving core columns of columns in the ground, fitting and inserting a column and beam joining body provided with through-holes in the tops of the core columns, and connecting beams to the joining body to place concrete. CONSTITUTION:The uppermost parts of external walls 3 are constructed on the ground, and walings 9 are constructed along the insides of the external walls 3. After that, back-filling members 40 are laid between the external walls 3 and walings 9 at specific intervals. Then, cast-in-place concrete piles 4 are driven, and after the lower ends 62 of core columns 61 are inserted in the heads 41 of the piles 4, the column and beam joining body 10 is fitted and inserted from the tops 63 of the core columns 61. In addition, PC beams 71 are arranged between arm sections 13 of the column and beam joining body 10 and walings 9, and after the ends of them are connected with joining members 72 to form floor beams 7, concrete for a connection of the floor beams 7 and floor slabs 8 is placed.

46. 发明专利

JPH03132520A CONSTRUCTION METHOD OF BASEMENT AND COLUMN AND BEAM JOINING BODY USED THEREFOR 失效
公开(公告)号：JPH03132520A
公开(公告)日：1991-06-05
申请号：JP26996989
申请日：1989-10-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MOROI YOJI , TAKAHASHI SATOSHI , YOSHIMURA MASAHIRO , SAITO YUTAKA , KUROSE YUKINOBU , SEKI YOICHI , OKUYAMA NOBUHIRO , OTSUKA SHIGEKI , UMAZUME HARUHIKO
IPC分类号： E02D17/04 , E02D29/00 , E04B1/30 , E04C3/20
摘要： PURPOSE:To rationalize the joining of piles, columns and struts by connecting the lower ends of core columns to the tops of concrete piles, and connecting beams to a prefabricated column and beam joining body which is fitted and inserted from the tops of the core columns to arrange. CONSTITUTION:Concrete piles 4 are driven up to a specific depth from the surface of the ground, and the lower ends 62 of steel core columns 61 are inserted in the tops 41 of them to connect before they are solidified. After that, a column and beam joining body 10, etc. formed separately of a prefabrication, etc. are fitted and inserted from the tops 63 of the core columns 61 to support them on brackets 64, and concrete 65 work for columns 6 under the brackets can be carried out, while concrete for a connection of floor beams 7 and floor slabs 8 is placed. Then, beams 7A are constructed to the insides of external walls 3, PC beams 71 are arranged to complete the floor beams 7, and excavation work for the next work is carried out. According to the constitution, the joining of piles, columns and struts can be rationalized and, at the same time, the process of work can be reduced.

47. 发明专利

JPH0321726A SPRING WATER TREATING STRUCTURE USING BLOCK 失效
公开(公告)号：JPH0321726A
公开(公告)日：1991-01-30
申请号：JP15362389
申请日：1989-06-16
申请人： TOHO KK , SHIMIZU CONSTRUCTION CO LTD
发明人： YAMATANI MIYOKO , WATANABE YUJI , SEKI YOICHI , MOROHOSHI YOJI , MIYASHITA TOKUHIRO
IPC分类号： E02D31/02
摘要： PURPOSE:To make it possible to treat spring water with the cutting depth of the ground reduced by laying spring water treating units formed by spring water treating blocks having notches whose side face extends in one direction on a floor plate, and forming a spring water treating layer between the spring water treating units and a floor slab. CONSTITUTION:Plural spring water treating units 11 formed by spring water treating blocks 15 having notches 15a extending in one direction on the side faces are laid a specified space apart on the floor plate 10 of a foundation or a structure. A spring water layer is formed between the spring water treating units 11 and a floor slab 13. First drainage channels 16 formed by notches 15a and second drainage channels 17 which intersect the first drainage channels 16 and are formed between the spring water treating channels 11, are lengthwise and crosswise formed to recover spring water such as underground water, generated in the foundation or the structure. Spring water treatment with the cutting depth of the ground reduced can thus be performed, and thereby construction cost can also be reduced.

48. 发明专利

JPH02261147A STRUCTURE OF LARGE REINFORCED CONCRETE SLUB 失效
公开(公告)号：JPH02261147A
公开(公告)日：1990-10-23
申请号：JP8028089
申请日：1989-03-31
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： OMURO TSUYOSHI , OURA TAKEO , SAITO YUTAKA , SAKAGUCHI NOBORU , SHIMAZAKI YASUYOSHI , SEKIGUCHI KENJI , SEKI YOICHI , TAKADA HIROO , HASHIMOTO SUSUMU , FUJITA FUMIO , UMAZUME HARUHIKO
IPC分类号： E04B5/38 , E04B5/43
摘要： PURPOSE:To largely reduce field-work, shorten construction period and reduce construction cost by using a slub which has its upper layer portion formed by cast-in-place concrete on its lower layer portion formed of initially fabricated plural PC plates divided. CONSTITUTION:Three divided PC panels 11 having cotters 61, etc., formed on the side edge provided near them and cotters 7 arranged into the shape of a dice on the face located above them, and also having a lower end main reinforcement 11 and preferably a prestress steel material 8 disposed along their longitudinal side, are each lifted up and suspended between the top portions 21 of a beam 2, thereby constituting a lower layer portion 4. A distributing bar 20 perpendicular to the main reinforcement 11, and an upper end main reinforcement 12 are arranged using the lower layer portion 4 as a scaffold, and concrete is placed to form an upper layer portion 5. A structure body not only effective for out-of-plane force but also for in-plane force is made by the concrete slub 3 comprising the lower layer portion 4 and the upper layer portion 5 integrated with each other.

49. 发明专利

JPS62141242A CONSTRUCTION OF CONCRETE FLOOR PANEL 失效
公开(公告)号：JPS62141242A
公开(公告)日：1987-06-24
申请号：JP28245385
申请日：1985-12-16
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SEKI YOICHI , TOMONAGA HISAO , YAMAZAKI YUSUKE
IPC分类号： E04B5/38 , E04B5/32 , E04B5/43

50. 发明专利

JP2001032574A OPEN-CLOSE TYPE SIMPLE HOOD 失效
公开(公告)号：JP2001032574A
公开(公告)日：2001-02-06
申请号：JP20997599
申请日：1999-07-23
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SEKI YOICHI , MOROI YOJI , SHINOZAKI AKIO , TAKANASHI KAZUMITSU , TANAKA HITOSHI , MACHI BUNJI
IPC分类号： E04H15/00
摘要： PROBLEM TO BE SOLVED: To realize an open-close type hood, which functions in the same manner as an open-close type roof, in which structure is simplified remarkably and which can be installed and disassembled easily at a low cost. SOLUTION: A membrane material 2 is supported to a frame 1 crossing over the upper section of an object in a manner that the membrane material can be spread and housed. The membrane material 2 is drawn out from a wind-up roll 7 and spread and wound and housed. The membrane material 2 is spread by winding a wire 8 connected to the membrane material 2 on a wind-up drum 9. Guide rollers 10 guiding the membrane material 2 and the wire 8 are installed to the frame 1. The membrane material 2 is spread doubly by both the top face side and underside side of the frame 1. The frame 1 is formed in an arcuate shape. A truss unit composed of pipe materials is connected in a manner that the truss unit can be disassembled through joint members in the frame 1. The leg sections of the frame 1 are brought to a non-fixed state to a mounting surface, and the frame 1 is installed in a removable manner. The membrane material 2 has semi-light-transmission properties while having an ultraviolet cut function.

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