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1. 发明专利

JP2008223395A Static load testing method 审中-公开
标题翻译：静态负载测试方法
公开(公告)号：JP2008223395A
公开(公告)日：2008-09-25
申请号：JP2007065911
申请日：2007-03-14
申请人： Japan Inspection Organization , Ybm Co Ltd , 株式会社ワイビーエム , 株式会社日本住宅保証検査機構
发明人： YAMATO SHINICHI , YOSHIDA MITSUHIRO
IPC分类号： E02D1/02
摘要： PROBLEM TO BE SOLVED: To provide a static load testing method for conducting a test by applying load in only one direction, testing changes of load in a pulling-up process, and grasping properties of the ground by a simple method to conduct research on an accurate N value and geological features.
SOLUTION: A rod for checking the ground of a research testing machine having a tip member at its tip is pressed into the ground down to predetermined depth by applying predetermined vertical load to the rod. A curve Pu indicating the vertical load and amount of deformation (amount of settlement) of the rod for checking the ground is recorded at a position where the rod stops due to settlement. Next, the rod for checking the ground is pulled up by predetermined length, a curve Pt indicating the load and amount of deformation when pulling up the rod 2 for checking the ground is obtained, and a curve indicating difference between the curve Pu and the curve Pt is inferred as real curve Pu-Pt to decide the geological features in this method.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过仅在一个方向施加载荷进行测试的静态载荷测试方法，测试拉升过程中的载荷变化，并通过简单的方法来掌握地面的性质研究准确的N值和地质特征。解决方案：通过向杆施加预定的垂直载荷，用于检查在其尖端处具有尖端构件的研究试验机的地面的杆被压入地下至预定深度。表示用于检查地面的杆的垂直载荷和变形量（沉降量）的曲线Pu记录在杆由于沉降而停止的位置。接下来，用于检查地面的杆被拉起预定长度，获得表示当拉起用于检查地面的杆2时的载荷和变形量的曲线Pt，并且指示曲线Pu和曲线之间的差异的曲线 Pt被推断为实曲线Pu-Pt来决定该方法的地质特征。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2012047002A Soil fall prevention device for constructing hydraulic-setting solidifying liquid substitution pile, and method for constructing hydraulic-setting solidifying liquid substitution pile 有权
标题翻译：用于构造液压固定液体替代桩的土壤防止装置，以及用于构造液压固定液体取代桩的方法
公开(公告)号：JP2012047002A
公开(公告)日：2012-03-08
申请号：JP2010191722
申请日：2010-08-30
申请人： Japan Inspection Organization , Tenox Corp , 株式会社テノックス , 株式会社日本住宅保証検査機構
发明人： YOSHIDA SHIGERU , ODA KOHEI , FUKUSHIMA YUJI , YAMATO SHINICHI , YOSHIDA SHIGEKI
IPC分类号： E02D5/34 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a soil fall prevention device for constructing a hydraulic-setting solidifying liquid substitution pile, which prevents soil and/or clods from collapsing into a substitution pile (hydraulic-setting solidifying liquid) immediately after completion of placing the hydraulic-setting solidifying liquid substitution pile and while the hydraulic-setting solidifying liquid has not hardened yet.SOLUTION: A soil fall prevention device for constructing a hydraulic-setting solidifying liquid substitution pile has a funnel-like shape, of which the upside is an inverted pyramid-shaped part with a relatively blunt angle while the downside is an inverted pyramid-shaped-cylindrical part with a relatively sharp angle. The device is split at least into two sections in the axial direction. The split sections are connected with each other by hinges to be openable and closable, and the opening/closing end sides can be joined to each other to be fixed with fixtures.
摘要翻译：要解决的问题：提供一种用于构造液压固化固化液置换桩的防塌土装置，其防止土壤和/或泥块在完成后立即塌陷进入替代桩（水硬凝固液）放置液压固化液置换桩，而液压固化固化液尚未硬化。解决方案：用于构造液压固化液体替代桩的防塌落装置具有漏斗状，其上侧是具有相对钝角的倒置的金字塔形部分，而下侧是倒置的金字塔形圆柱形部分具有相对尖锐的角度。该装置在轴向至少分成两部分。分割部分通过铰链彼此连接以可打开和关闭，并且打开/关闭端侧可以彼此连接以固定固定装置。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010160067A Penetration test method 有权
标题翻译：渗透测试方法
公开(公告)号：JP2010160067A
公开(公告)日：2010-07-22
申请号：JP2009002712
申请日：2009-01-08
申请人： Japan Inspection Organization , Nitto Seiko Co Ltd , Naoaki Suemasa , 日東精工株式会社 , 直晃末政 , 株式会社日本住宅保証検査機構
发明人： SUEMASA NAOAKI , TANAKA TAKESHI , YAMATO SHINICHI , SEKIGUCHI KAZUTOMI
IPC分类号： G01N3/40 , E02D1/02
摘要： PROBLEM TO BE SOLVED: To provide a penetration test method for detecting a load applied to a screw point and a rotational load torque during a rotation by considering a circumferential friction of a rod.
SOLUTION: A plurality of the loads are applied to the penetration rod 4 in units of a predetermined depth to detect each load Wa and the corresponding rotational load torque Ta, and the circumferential friction of the rod 4a is calculated from the load Wa and the rotational load torque Ta based on a torque Trm when the penetration rod 4 is pulled up and rotated in the predetermined depth, and excluded to calculate the load W applied to the screw point 4b and the rotational load torque T.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过考虑杆的周向摩擦来检测旋转期间施加到螺纹点的负载和旋转负载扭矩的穿透测试方法。
解决方案：以预定深度为单位将多个负载施加到穿透杆4，以检测每个负载Wa和相应的转动负载转矩Ta，并且从负载Wa计算出杆4a的周向摩擦以及旋转负载转矩Ta，当穿透杆4被拉起并以预定深度旋转时基于转矩Trm，并且排除以计算施加到螺钉点4b的负载W和旋转负载转矩T. COPYRIGHT （C）2010，JPO＆INPIT

4. 发明专利

JP2009133164A Penetration testing method 有权
标题翻译：渗透测试方法
公开(公告)号：JP2009133164A
公开(公告)日：2009-06-18
申请号：JP2007311735
申请日：2007-11-30
申请人： Japan Inspection Organization , Nitto Seiko Co Ltd , Naoaki Suemasa , 日東精工株式会社 , 直晃末政 , 株式会社日本住宅保証検査機構
发明人： SUEMASA NAOAKI , TANAKA TAKESHI , YAMATO SHINICHI , SEKIGUCHI KAZUTOMI , ADACHI YUKIO
IPC分类号： E02D1/00 , G01N3/40
摘要： PROBLEM TO BE SOLVED: To provide a penetration testing method which can discriminate diluvial, alluvial, and humus soil deposit from each other.
SOLUTION: The penetration testing method is carried out by applying a load W to a penetration rod 4 obtained by attaching a screw point 4b to a distal end of a rod 4a, penetrating the penetration rod 4 into the ground while being rotated, and detecting a rotational load torque T acting on the screw point 4b during penetration. According to the method, an increment δs
t of a penetration stroke of the penetration rod 4, and a rotational frequency δn
ht of the penetration rod 4 generated during the penetration by the penetration stroke by the penetration rod 4, are detected, and an energy amount δE consumed for the penetration of the penetration rod 4 is calculated, based on the detected values, the load W, and the rotational load torque T, to thereby evaluate the stratum, based on the calculated energy amount δE. The energy amount δE is obtained by the following equation: δE=π×T×δn
ht +W×δs
t .
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可以区分相互冲击，冲积和腐殖质土壤沉积物的渗透测试方法。解决方案：渗透测试方法是通过将负载W施加到通过将螺钉点4b附接到杆4a的远端而获得的穿透杆4来进行的，所述杆4a在旋转的同时穿透穿入杆4进入地面，并且检测在穿透期间作用在螺钉点4b上的旋转负载扭矩T. 根据该方法，穿透杆4的贯穿行程的增量δs t 和穿透杆4的穿透期间产生的穿透杆4的旋转频率δn ht 检测穿透杆4的穿刺行程，并且基于检测值，负载W和转动负载转矩T计算消耗穿透杆4穿透的能量δE，从而评价层，基于计算出的能量δE。能量δE由以下等式获得：δE=π×T×δn ht + W×δs t 。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2014001545A Synthesized substitution column and device and method for manufacturing the same 有权
标题翻译：合成替代柱及其装置及其制造方法
公开(公告)号：JP2014001545A
公开(公告)日：2014-01-09
申请号：JP2012136840
申请日：2012-06-18
申请人： Japan Inspection Organization , 株式会社日本住宅保証検査機構 , Tenox Corp , 株式会社テノックス
发明人： YOSHIDA SHIGERU , YAMATO SHINICHI , YANAGIDA YUJI , YOSHIDA SHIGEKI , MURAYAMA ATSUSHI , FUJIHASHI TOSHINORI , TANAKA KEIZO , OTA KAZUYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a synthesized substitution column which is more rational and economical for more harmonizing a balance between a bearing power to be determined from a foundation and a bearing power to be determined from material strength than a conventional technology, and for, concretely, increasing the foundation bearing power of the substitution column in the conventional technology and a device and method for manufacturing the synthesized substitution column.SOLUTION: A synthesized substitution column is configured such that a columnar hydraulic solidifying material liquid substitution columnar body is disposed at the axial center of a soil cement columnar body such that their axial centers can be almost matched, and the hydraulic solidifying material liquid substitution columnar body is formed to penetrate through the soil cement columnar body, and protrude downward.
摘要翻译：要解决的问题：提供一种合成和经济的合成替代柱，用于更好地协调从基础确定的轴承功率与由常规技术确定的轴承功率之间的平衡，具体地说，增加了常规技术中替代柱的承载力，以及制备合成的取代柱的装置和方法。解决方案：合成的取代柱被构造成使柱状液压固化材料液体置换柱状体设置在土体水泥柱状体的轴向中心，使其轴心几乎匹配，液压固化物液体置换柱状体形成穿透土壤水泥柱状体，向下突出。

6. 发明专利

JP2012219502A Filling material for replacement column 有权
标题翻译：填充材料填充柱
公开(公告)号：JP2012219502A
公开(公告)日：2012-11-12
申请号：JP2011086086
申请日：2011-04-08
申请人： Tenox Corp , Japan Inspection Organization , 株式会社テノックス , 株式会社日本住宅保証検査機構
发明人： ODA KOHEI , FUKUSHIMA YUJI , YOSHIDA SHIGERU , YAMATO SHINICHI , YOSHIDA SHIGEKI
IPC分类号： E02D3/08 , C04B22/10 , C04B28/02 , C09K17/10 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To effectively reduce or prevent bleeding after placing of a filling material within a preset area of water/cement ratio while feeding the filling material efficiently even with a general-purpose pump.SOLUTION: In a filling material for replacement column, the mixing ratio of a hydraulic solidification material and magnesium carbonate as a bleeding prevention material is 0.4-5% in weight ratio and the water/cement ratio is 60-120%.
摘要翻译：要解决的问题：为了有效地减少或防止在将填充材料放置在水/水泥比的预设区域内时的渗色，同时甚至在通用泵的同时高效地进料填充材料。解决方案：在用于替换柱的填充材料中，作为防渗漏材料的水硬性固化材料和碳酸镁的混合比为重量比为0.4-5％，水/水泥比为60-120％。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2012047003A Drip receiving device of hydraulic solidifying liquid and construction method of column replaced with hydraulic solidifying liquid using the device 有权
标题翻译：液压固化液体接收装置及使用装置的液压固化液体替代柱的构造方法
公开(公告)号：JP2012047003A
公开(公告)日：2012-03-08
申请号：JP2010191723
申请日：2010-08-30
申请人： Japan Inspection Organization , Tenox Corp , 株式会社テノックス , 株式会社日本住宅保証検査機構
发明人： YOSHIDA SHIGERU , ODA KOHEI , FUKUSHIMA YUJI , YAMATO SHINICHI , YOSHIDA SHIGEKI
IPC分类号： E02D3/08 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a drip receiving device of hydraulic solidifying liquid and a construction method of a column replaced with hydraulic solidifying liquid, which prevent the hydraulic solidifying liquid attached to a drilling auger or remaining in a supply passage of the drilling auger from dripping down to the ground surface during redeployment of a construction apparatus to the next construction position after construction of a replaced column, so that the ground surface is prevented from being stained with the hydraulic solidifying liquid; and which also prevent a viscous dug sediment attached to a drilling claw from falling into a still uncured replaced column to deteriorate quality of the replaced column as a contaminant.SOLUTION: A drip receiving container 12 having an opening on the upper side is detachably suspended through suspension means 13 at a tip of a drilling auger 6.
摘要翻译：要解决的问题：提供一种液压固化液的滴液接收装置和用液压固化液替代的塔的施工方法，其防止附着在钻井螺旋钻上的液压凝固液或残留在在构造更换的柱之后将施工装置重新部署到下一个施工位置时，将钻井钻头从滴落到地面，使得防止地面被液压固化液污染; 并且还防止附着在钻爪上的粘性沉积物沉淀物落入尚未固化的替代柱中，从而劣化作为污染物的替代柱的质量。解决方案：具有在上侧开口的滴水接收容器12可通过悬挂装置13在钻井螺旋钻6的尖端处可拆卸地悬挂。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2014111893A Method and device for constructing hydraulic solidification material liquid-substituted column 有权
标题翻译：用于构造液压固化材料液体取代柱的方法和装置
公开(公告)号：JP2014111893A
公开(公告)日：2014-06-19
申请号：JP2014056307
申请日：2014-03-19
申请人： Tenox Corp , 株式会社テノックス , Japan Inspection Organization , 株式会社日本住宅保証検査機構
发明人： ODA KOHEI , FUKUSHIMA YUJI , YOSHIDA SHIGERU , YAMATO SHINICHI , YOSHIDA SHIGEKI
IPC分类号： E02D5/34 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method and device for constructing a hydraulic solidification material liquid-substituted column, which can constructing a substituted column free from inclusion of soil mass, the substituted column having a stable quality and improved in extraction yield strength regardless of the properties of a target ground, and having a uniform diameter from the leading end to the terminal end of the column.SOLUTION: An excavating auger having a supply passage for hydraulic solidification material liquid includes at least an excavating claw and a discharge port for the hydraulic solidification material liquid at the leading end thereof. The excavating auger is propelled to a predetermined depth with rotation by a construction device provided with an auger motor. Thereafter, the excavating auger is pulled up with or without rotation while discharging the hydraulic solidification material liquid mixed with magnesium carbonate from the discharge port to fill a predetermined section of an excavation part with the hydraulic solidification material liquid, and then a core material is inserted into the liquid while the hydraulic solidification material liquid is unhardened.
摘要翻译：要解决的问题：提供一种用于构建液压固化材料液体取代塔的方法和装置，其可以构建不含土壤质量的取代的塔，取代的塔具有稳定的质量并且提高了提取屈服强度，而不管目标地面的特性，并且具有从塔的前端到终端的直径均匀的直径。解决方案：具有用于液压固化材料液体的供给通道的挖掘螺旋钻至少包括挖掘爪和用于液压固化材料液体在其前端。挖掘螺旋推进器通过设置有螺旋推进器的施工装置旋转而推进到预定深度。此后，在从排出口排出与碳酸镁混合的液压凝固材料的液体固化材料液体的预定部分上，将挖掘螺旋钻拉起或不旋转，然后将芯材插入在液固凝固液体未硬化的同时进入液体。

9. 发明专利

JP2013234557A Excavation head of excavation rod and excavating equipment for constructing hydraulic solidification material liquid substitution column 有权
标题翻译：挖掘杆和挖掘设备的挖掘头，用于构建液压固体材料液体替代柱
公开(公告)号：JP2013234557A
公开(公告)日：2013-11-21
申请号：JP2012182803
申请日：2012-08-22
申请人： Japan Inspection Organization , 株式会社日本住宅保証検査機構 , Tenox Corp , 株式会社テノックス
发明人： YOSHIDA SHIGERU , YAMATO SHINICHI , YANAGIDA YUJI , YOSHIDA SHIGEKI , FUJIHASHI TOSHINORI , MURAYAMA ATSUSHI , TANAKA KEIZO , OTA KAZUYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To enable avoidance of continuity of construction depth at a high level and a decrease in vertical bearing capacity caused by cohesive soil remaining in a substitution column, and also improve excavatability.SOLUTION: An excavation head detachably connected to a lower end of an excavation rod 1 having a channel for a hydraulic solidification material liquid is a conical head 21 which is conically protruded downward. A peripheral surface of the conical head 21 is provided with a discharge opening 22a for the hydraulic solidification material liquid, and a spiral blade 25 is provided in the direction of pushing excavated sediment upward during the normal rotation of the excavation rod 1.
摘要翻译：要解决的问题：为了避免建设深度在高水平上的连续性，以及由残留在替代柱中的粘性土壤引起的垂直承载力的降低，并且还提高可挖掘性。解决方案：可拆卸地连接到下端的挖掘头具有用于液压凝固材料液体的通道的挖掘杆1是锥形头部21，其锥形地向下突出。锥形头21的周面设置有用于液压固化材料液体的排出口22a，并且在挖掘杆1的正常旋转期间沿着将挖掘的沉积物向上推动的方向设置螺旋叶片25。

10. 发明专利

JP2011174331A Sediment fall preventing apparatus for constructing hydraulic solidifying material liquid displacement pile, and construction method of hydraulic solidifying material liquid displacement pile 有权
标题翻译：液压解决方案的液压解决方案，液压解决方案的液压解决方案
公开(公告)号：JP2011174331A
公开(公告)日：2011-09-08
申请号：JP2010040506
申请日：2010-02-25
申请人： Japan Inspection Organization , Tenox Corp , 株式会社テノックス , 株式会社日本住宅保証検査機構
发明人： YOSHIDA SHIGERU , ODA KOHEI , FUKUSHIMA YUJI , YAMATO SHINICHI , YOSHIDA SHIGEKI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a sediment fall preventing apparatus for constructing a hydraulic solidifying material liquid displacement pile, which eliminates the fall of soil lumps and sediment into a hydraulic solidifying material liquid (displacement pile) before the hydraulic solidifying material liquid is solidified after the construction end of the hydraulic solidifying material liquid displacement pile.
SOLUTION: The sediment fall preventing apparatus for constructing the hydraulic solidifying material liquid displacement pile is formed into a funnel shape with an inverted conical part 2 at the upper part and a cylindrical part 3 at the lower part, and bisected in an axial direction. The bisected parts are connected in an openable/closable manner to each other, and the mutual open ends are provided with fixtures 5 for fixing both ends so that the mutual open ends can be adjusted to each other and fixed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造液压固化材料液体置换桩的防沉降装置，其消除了在液压固化材料液体之前土壤块和沉淀物落入液压固化材料液体（位移桩）中的情况在液压固化液体置换桩施工结束后固化。解决方案：用于构造液压固化材料液体置换桩的沉降物防止装置形成为在上部具有倒锥形部分2的漏斗形状，并且在下部形成圆柱形部分3，并且在轴向上二等分方向。平分部分以可打开/可关闭的方式彼此连接，并且相互开放的端部设置有用于固定两端的固定件5，使得相互开放的端部可以相互调节并固定。版权所有（C）2011，JPO＆INPIT

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