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    • 3. 发明专利
    • Construction method for multistory parking garage
    • 多功能停车场施工方法
    • JP2009180058A
    • 2009-08-13
    • JP2008022404
    • 2008-02-01
    • Kajima Corp鹿島建設株式会社
    • NONOMURA TAKASHINAKAMURA KOTAROSHIMIZU MIKIOTAMURA TOSHIOUEDA TAKASHIMATSUBARA MICHIOOGAWA HIROYUKI
    • E04H6/08E04B1/348E04G21/14
    • PROBLEM TO BE SOLVED: To provide, when constructing a tower-type multistory parking garage inside a structure such as a building or the like, a construction method for a multistory parking garage without requiring an assembling work in a pit of a limited space in the structure, while safety and workability can be improved.
      SOLUTION: In the construction method for a multistory parking garage wherein parking machines are multiply tiered in a pit, an assembling yard is provided on a first floor level outside the pit, and a steel frame of the multistory parking machine is preassembled by one unit 15 in the assembling yard. Then, the field-preassembled unit 15 of the steel frame 1 is lifted up for building into the pit. Hereby, another one unit 15 of the field-preassembled steel frame is sequentially connected on the lower field-preassembled steel frame.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:在建筑物等结构内建造塔式多层停车库时,提供一种多层停车库的施工方法,而不需要在有限的坑内组装工作 结构中的空间,同时可以提高安全性和可操作性。 解决方案:在多功能停车库的施工方法中,将停车场分为多个层叠在坑内,在坑外的一层设置组装场地,并将多台停车场的钢架预先装配 一个单元15在组装场地。 然后,钢框架1的现场预组装单元15被提升以用于建筑物进入坑。 因此,现场预组装的钢框架的另一个单元15依次连接在下部预先组装的钢框架上。 版权所有(C)2009,JPO&INPIT
    • 4. 发明专利
    • FORM FOR VERTICAL CONCRETE PLACING JOINT AND VERTICAL PLACING JOINT
    • JP2001073556A
    • 2001-03-21
    • JP25046599
    • 1999-09-03
    • KAJIMA CORP
    • OGIWARA YUKIMASASAKANO KOICHIOZAKI NOBUHIRONAKAMURA KOTAROSHIMIZU MIKIO
    • E04B2/84E04G21/02
    • PROBLEM TO BE SOLVED: To facilitate demolding by forming a paper form having a box-shaped section and forming insertion holes in which joint bars are inserted in a form using a sheathing for the vertical concrete placing joint face. SOLUTION: A sheet of paper is folded to make a box-shaped form and superposed at the lateral plate 1b part of the upper side and fixed to make a form having a hollow box-shaped section. Insertion holes 1c in which joint bars are inserted in the vertical plate 1a facing each other in the horizontal direction of the form 1 are provided. These insertion holes 1c are arranged in a plurality of positions with a disposing distance of the joint bars in the axial direction of the form 1. The form 1 is installed on a sheathing assembled under the vertical placing joint face and a separator is connected to the sheathing in order to prevent it from falling down, and muntins are disposed to put a sash bar 7 therebetween. Further, a demolding agent is applied on the vertical placing joint face of the vertical plate 1a to easily demold concrete. After installation of muntins and horizontal muntins, the joint rods are inserted in the insertion holes 1c and concrete is placed. Accordingly, works for forming holes and for demolding can be easily carried out.
    • 6. 发明专利
    • CONSTRUCTION METHOD FOR STRUCTURE HAVING INSIDE SPACE, AND CLIMBING SCAFFOLDING
    • JP2001193278A
    • 2001-07-17
    • JP2000001779
    • 2000-01-07
    • KAJIMA CORP
    • OGIWARA YUKIMASASHIMIZU MIKIOSAKANO KOICHIOZAKI NOBUHIROYOSHIDA SHIGERU
    • E04G3/00E04G3/24E04G11/28
    • PROBLEM TO BE SOLVED: To provide a construction method for a structure having an inside space capable of climbing inside and outside scaffoldings by the common lifting and lowering device of the inside and outside scaffoldings when the structure having the inside space is constructed, decreasing the number of the lifting and lowering devices and reducing a climbing operation time. SOLUTION: The inside scaffolding 1 and the outside scaffolding 2 are provided on a building frame K having the inside space intended to be constructed respectively, mutually connected by a connecting member 2c, a wheel 3 provided on the outside scaffolding 2 is contacted on the outer face of the building frame K, the vertical load of all the scaffoldings 1, 2 is supported by a reaction force receiver 6a provided on the inside face of the building frame K, the lifting and lowering device 5 provided on the inside scaffolding 1 is expanded to climb the outside scaffolding 2 up to a prescribed position, next, the wheel 3 provided on the inside scaffolding 1 is contacted on the inner face of the building frame K, the vertical load of all the scaffoldings 1, 2 is supported by the reaction force receiver 6b provided on the outside face of the building frame K, the lifting and lowering device 5 is contracted to climb the inside scaffolding 1 up to the prescribed position, and the operation is repeated to construct the structure having the inside space.