专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2005273411A Method for preparing in-place concrete pile 有权
标题翻译：制备混凝土桩的方法
公开(公告)号：JP2005273411A
公开(公告)日：2005-10-06
申请号：JP2004092395
申请日：2004-03-26
申请人： Okumura Corp , 株式会社奥村組
发明人： KAWANISHI SHIGENORI , UENISHI TAKASHI , KIBASHI TAKANORI , NAKAYAMA MINEHARU
IPC分类号： E02D5/34 , E02D5/38 , E02D15/04
摘要： PROBLEM TO BE SOLVED: To efficiently prepare an in-situ concrete pile superior in quality such as strength, without arranging a weld reinforcement part of excessive cast-in-situ concrete on the pile head top end surface of a planned pile, when preparing a pile by placing concrete in a pile hole.
SOLUTION: When the top end of the concrete reaches the lower end of a casing built up on the ground surface side of the pile hole by placing the concrete in the pile hole, while continuing the placing of the concrete, a part mixed with an impurity such as slime on the top end surface of the concrete is removed by a vacuum hose until its top end reaches the top end surface of a planned pile in the casing. Afterwards, the top end of the placed concrete is set in a height coincident with the top end surface of the planned pile, and the quantity of concrete mixed with the impurity such as slime to be removed and treated is reduced, to provide the pile superior in quality.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了有效地制备质量如强度优异的原位混凝土桩，不需要在规划桩的桩头顶端面上设置过多的现浇混凝土的焊接加固部分，当通过将混凝土置于桩孔中来制备桩时。解决方案：混凝土顶端通过将混凝土置于桩孔内，到达桩顶地面的套管下端，同时继续混凝土浇注，在混凝土的顶端表面上的杂质如杂质被真空软管除去，直到其顶端到达套管中的计划堆的顶端表面。之后，将放置的混凝土的顶端设置成与计划的桩的顶端面重合的高度，并且与要除去和处理的粘土杂质混合的混凝土的量减少，以提供桩顶质量上乘。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005273412A Method for preparing in-situ concrete pile 有权
标题翻译：制备混凝土桩的方法
公开(公告)号：JP2005273412A
公开(公告)日：2005-10-06
申请号：JP2004092396
申请日：2004-03-26
申请人： Okumura Corp , 株式会社奥村組
发明人： KAWANISHI SHIGENORI , UENISHI TAKASHI , KIBASHI TAKANORI , NAKAYAMA MINEHARU
IPC分类号： E02D5/34 , E02D5/38 , E02D15/04
摘要： PROBLEM TO BE SOLVED: To efficiently prepare an in-situ concrete pile superior in quality such as strength, without arranging a weld reinforcement part of excessive in-situ concrete on the pile head top end surface of a planned pile, when preparing a pile by placing concrete in a pile hole.
SOLUTION: The concrete is placed in the pile hole excavated while filling a stabilizing liquid, and when its top end reaches a height reaching the top end surface of a planned pile from the inside of the lower end of a casing built up on the ground surface side of the pile hole, a concrete part mixed with a stabilizing liquid, slime and an impurity such as the slime on the top end surface of the placed concrete is sucked and removed by a vacuum hose. Afterwards, a weld reinforcement part is arranged by placing the concrete up to a position higher by 10 to 50 cm than the top end surface of a planning machine, and this weld reinforcement part is filled in a clearance of a pulled-up trace of the casing, and its top end surface is leveled so as to become the same horizontal plane as the top end of the planned pile.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了有效地制备质量优良的现场混凝土桩，如强度，不需要在规划桩的桩头顶端面上设置过多的现场混凝土的焊接加固部分，当准备通过将混凝土置于桩孔中的一堆。
解决方案：将混凝土放置在填充稳定液体的同时挖出的桩孔中，并且当其顶端从构成的套管下端的内侧到达计划堆的顶端表面的高度时桩孔的地面侧，与稳定液体混合的混凝土部件，粘液和杂质如所设置的混凝土的顶端表面上的粘液被真空软管抽吸除去。然后，通过将混凝土放置在比规划机器的顶端表面高10至50cm的位置处来布置焊接加强部分，并且该焊接加强部分填充有上拉迹线的间隙套管，其顶端表面平整，以便与计划桩的顶端成为相同的水平面。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2001336289A OVERHEAD CRANE INCORPORATED IN PREFABRICATED SCAFFOLDING 失效
公开(公告)号：JP2001336289A
公开(公告)日：2001-12-07
申请号：JP2000160077
申请日：2000-05-30
申请人： OKUMURA CORP
发明人： MORISHIMA IWAO , NAKAYAMA MINEHARU , SASAI KIYONORI , SAKAMOTO ISAO , KOTAKE TAKAO
IPC分类号： E04G21/16
摘要： PROBLEM TO BE SOLVED: To provide an overhead crane incorporated in a prefabricated scaffolding constructed without providing a crane support or the like by effectively utilizing the prefabricated scaffolding essential at a construction site of a building, hoisting the carried-in building material at any time, and conveying it into the building from an opening section. SOLUTION: This overhead crane incorporated in the prefabricated scaffolding comprises the prefabricated scaffolding 1 assembled around the building to be constructed, support members 2 of the overhead crane equipped in the prescribed ranges of the prefabricated scaffolding, and the overhead crane 3 arranged on the support members. The prescribed ranges 7 of the prefabricated scaffolding are formed at the opening section 6 which is formed on the prefabricated scaffolding and where the overhead crane can be moved in or out. The support members 2 of the overhead crane are provided on the prefabricated scaffolding 7 forming the side sections of the opening section, and the overhead crane moved into or out of the opening section 6 is equipped on the support members 2.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式