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1. 发明专利

JPH01315519A UNDERGROUND OUTER WALL CONSTRUCTING METHOD FOR SUPERSTRUCTURE 失效
公开(公告)号：JPH01315519A
公开(公告)日：1989-12-20
申请号：JP14769788
申请日：1988-06-14
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HASHIMOTO MASAMI , MOROI YOJI , UENO TAKATOSHI , UCHIYAMA TOSHIAKI , SHIMADA MICHIHARU , MIURA NOBUAKI , NASU MAMORU , OKUYAMA NOBUHIRO , NAKAJIMA HAJIME , TANNAI MASAAKI
IPC分类号： E02D5/04 , E02D5/08 , E02D5/20
摘要： PURPOSE:To make soil concrete usable for a permanent outer wall for a subsurface structure by reinforcing a soil concrete wall with a steel member as in unitization, and connecting each unit via this steel member. CONSTITUTION:First of all, soil concrete 2 is placed from the ground, and at an unhardened period, a clinometer 9 is attached to a steel subject member 3, hanging it down, and it is accurately inserted into the soil concrete 2 thereby forming a unit 5. Next, the soil concrete 2 in a recess part 34 at the end is removed with a water jet or the like, forming a space 6, and a connecting member is inserted into this space, then concrete is charged in this space 6, forming a column. If those of concrete and soil concrete 2 are hardened, an outer wall is completed.

2. 发明专利

JP2001227161A CONSTRUCTION METHOD FOR A GROUP OF BUILDINGS 失效
公开(公告)号：JP2001227161A
公开(公告)日：2001-08-24
申请号：JP2000038660
申请日：2000-02-16
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： YAMAMOTO MORONORI , KOSHIDA KAZUNORI , AKIYAMA MINORU , TANNAI MASAAKI , HARUFUJI KAZUAKI , KOYAMA YUKIO
IPC分类号： E04G21/00
摘要： PROBLEM TO BE SOLVED: To rationalize the construction for a group of buildings to reduce a construction period of time as a whole. SOLUTION: When the construction is carried out on condition that a plurality of buildings (A, B and C buildings) with different construction periods required start and complete the construction at the approximately same time, the construction for the building (C) having a shorter construction period required than that of the other two buildings is discontinued at the time when the construction for the building is progressed up to a specific process, the construction of the other two buildings (A and B) remains continued while making use of complete part of the construction for the building, and the discontinued construction for the building is restarted at the time when a construction period reaches the last phase of the construction. The construction for floors above ground of the building is discontinued at the time when the construction for the first floor slab of the building having a shorter construction period required is completed, the first floor slab is used for a temporary space S such as material yard, working yard or the like. An inverted construction method as a construction method for the basement of the building having a shorter construction period required is adopted, and the first floor slab is constructed prior to the skeleton of floors below grade.

3. 发明专利

JPH055970B2 失效
公开(公告)号：JPH055970B2
公开(公告)日：1993-01-25
申请号：JP14769788
申请日：1988-06-14
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： HASHIMOTO MASAMI , MOROI YOJI , UENO TAKATOSHI , UCHAMA TOSHIAKI , SHIMADA MICHIHARU , MIURA NOBUAKI , NASU MAMORU , OKUYAMA NOBUHIRO , NAKAJIMA HAJIME , TANNAI MASAAKI
IPC分类号： E02D5/04 , E02D5/08 , E02D5/20

4. 发明专利

JPH01315520A UNDERGROUND OUTER WALL CONSTRUCTING METHOD FOR SUPERSTRUCTURE 失效
公开(公告)号：JPH01315520A
公开(公告)日：1989-12-20
申请号：JP14769888
申请日：1988-06-14
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TANNAI MASAAKI , MOROI YOJI , UENO TAKATOSHI , OKUYAMA NOBUHIRO , SHIMADA MICHIHARU , MIURA NOBUAKI , HASHIMOTO MASAMI , UCHIYAMA TOSHIAKI , NASU MAMORU , NAKAJIMA HAJIME
IPC分类号： E02D5/04 , E02D5/20
摘要： PURPOSE:To use soil concrete for a permanent outer wall and make it connectible to a beam or the like by reinforcing a soil concrete wall with a steel member as in unitization, and installing a fold plate structural recess groove in a superstructure inner surface side faceplate. CONSTITUTION:A soil concrete wall is constructed from the ground, and a steel subject member 3 is inserted into soil concrete, forming each unit for the wall. In this subject member 3, there are provided with plural members of recess grooves 34 in side plates 31, 31. To connect a superstructure internal structural body of a beam or the like to the side plate, a reinforcing end of the body is anchored in the recess groove 34 when the body is made of concrete, and when it is made of steelwork, a gusset plate or a stud or the like is attached to the side plate 31, thus connection can be done.

5. 发明专利

JPH01312134A CONNECTING STRUCTURE OF COLUMN AND GIRDER 失效
公开(公告)号：JPH01312134A
公开(公告)日：1989-12-15
申请号：JP14303988
申请日：1988-06-10
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIMADA MICHIHARU , MOROI YOJI , OKUYAMA NOBUHIRO , MIURA NOBUAKI , HASHIMOTO MASAMI , NASU MAMORU , UCHIYAMA TOSHIAKI , NAKAJIMA HAJIME , UENO TAKATOSHI , TANNAI MASAAKI
IPC分类号： E04B1/18 , E02D27/12 , E04B1/16 , E04B1/30 , E04B1/35 , E04B1/58
摘要： PURPOSE:To improve work efficiency and to reduce costs by constructing capitals with spaces between columns and girders filled with concrete after placing the girders in parallel each other with the columns placed in between and with spaces kept between the columns and the girders. CONSTITUTION:After constructing columns 4... first, girders 3... are placed in parallel each other with the columns 4... placed in between and with spaces K and K kept between the columns and the girders. When constructing the girders 3... first, the girders 3... are constructed in parallel each other at fixed intervals so ample that they can provide spaces K and K for the columns 4... to be constructed later. The columns 4... are then constructed being inserted through the spaces between the girders 3.... Capitals 5 and 5 are then structured with the spaces between the columns 4... and the girders 3... filled with concrete, and the columns 4... and the girders 3... are joined together. With such construction, divergence that is liable to occur from a variety of tolerances can be eliminated and connection of the columns 4... and the girders 3... can be simplified.

6. 发明专利

JPH01322045A CONSTRUCTION OF BASEMENT 失效
公开(公告)号：JPH01322045A
公开(公告)日：1989-12-27
申请号：JP15654488
申请日：1988-06-24
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MOROI YOJI , UENO TAKATOSHI , MIURA NOBUAKI , OKUYAMA NOBUHIRO , HASHIMOTO MASAMI , UCHIYAMA TOSHIAKI , NASU MAMORU , NAKAJIMA HAJIME , SHIMADA MICHIHARU , TANNAI MASAAKI
IPC分类号： E02D29/00 , E02D27/18 , E04B1/35 , E04G21/14
摘要： PURPOSE:To utilize a bottom base and the upper surface of a body slab as a passage for loading soil and sand by preventing the drawing sinking of soil and sand and flowing-out of water by constructing a continuous wall and lowering a bottom base so that the body slab is set at the equal plane to the ground surface of the periphery. CONSTITUTION:A continuous wall 1 is constructed on the outer periphery at a part where a basement is constructed, and the ground surface part at the near center surrounded by the continuous wall 1 is excavated. Then, a bottom base 2 is constructed at a part surrounded by the continuous wall 1, and an excavating machine 6 and a soil placer 7 are set at a recessed part 5 in the lower part of the bottom base 2. Excavation is carried out by remote-operating the excavating machine 6. In this case, soil and sand are transferred onto a vehicle 9 for transporting soil and sand on the bottom base 2 by the soil placer 7, and conveyed outside. A body 10 is constructed in parallel to the excavating operation, and the bottom base 2 is lowered by each integer stairs height, and a slab surface 10A is utilized as a carrying-in passage for the vehicle for conveying soil and sand.

7. 发明专利

JPH01310035A UNDERGROUND CONSTRUCTION AND DEVICE THEREOF 失效
公开(公告)号：JPH01310035A
公开(公告)日：1989-12-14
申请号：JP14101988
申请日：1988-06-08
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： OKUYAMA NOBUHIRO , MOROI YOJI , UENO TAKATOSHI , TANNAI MASAAKI , MIURA NOBUAKI , HASHIMOTO MASAMI , UCHIYAMA TOSHIAKI , NASU MAMORU , NAKAJIMA HAJIME , SHIMADA MICHIHARU
IPC分类号： E02D29/045 , E04B1/35 , E04G21/14 , E21D13/00
摘要： PURPOSE:To perform the concurrent construction of the underground section and the surface section of a structure and shorten the construction period by providing an underground wall around pipe-shaped pillars erected on piles, connecting pillars together and the pillar and the underground wall with beams, and excavating the inside of the underground wall. CONSTITUTION:Piles 1 are driven at the preset positions on the ground, pipe- shaped pillars 2 are erected on the piles 1. An underground wall W1 is provided around the pillars 2, the portion surrounded by the underground wall W1 is excavated to the preset depth. The pillars 2 together and the pillars 2 and the underground wall W1 are connected with beams 6, excavation is further performed while the underground wall W1 is supported by the beams 6 from the inside, an underground structure is constructed downward. The pillars firmly support the whole weight of the structure, thus the surface section can be constructed concurrently with the construction of the underground section, the construction period of the structure can be shortened.

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