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1. 发明专利

JP2013033002A Water immersion expansion test method and water immersion expansion test device of expansive material and banking construction method 有权
标题翻译：膨胀试验方法和渗水膨胀试验装置的膨胀试验装置和储存结构方法
公开(公告)号：JP2013033002A
公开(公告)日：2013-02-14
申请号：JP2011169861
申请日：2011-08-03
申请人： Fujita Corp , 株式会社フジタ , Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社
发明人： KITAJIMA AKIRA , TOSAUCHI YUSUKE , FUKUSHIMA SHINJI , KIMURA TAKANORI , OZAKI TERUTAKA , MAZAWA MASATO , KIMURA MASAYOSHI
IPC分类号： G01N33/24 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a water immersion expansion test method and device of an expansive material, capable of quantitatively recognizing a suppression effect of expansibility by a confining pressure of the expansive material and contributing to enlargement of an application range of the expansive material.SOLUTION: A preset confining pressure is loaded on a test piece 10 inside a mold 12 installed inside a water tank 14 for cure, and a water immersion expansion amount of the test piece 10 is measured under the confining pressure load. From a ratio of the measured water immersion expansion amount and a height dimension of the test piece 10 before the confining pressure load, a water immersion expansion ratio of the test piece 10 is calculated. Then, measurement of the water immersion expansion amount and calculation of the water immersion expansion ratio are repeatedly performed, the water immersion expansion ratio at the point of time at which the water immersion expansion of the test piece 10 is converged is obtained as a convergence value of the test piece 10, an earth covering pressure of a general banking material to be put on the expansive material according to a banking height scheduled beforehand and the water immersion expansion ratio of the expansive material corresponding to the earth covering pressure are obtained from the convergence value.
摘要翻译：要解决的问题：提供一种膨胀材料的浸水膨胀试验方法和装置，其能够通过膨胀材料的围压定量地识别膨胀性的抑制效果，并有助于扩大膨胀材料的施加范围膨胀材料解决方案：将预设的围压加载在安装在水箱14内部的用于固化的模具12内的测试片10上，并且在围压下的负载下测量试验片10的浸水膨胀量。从限制压力负荷前的测定的浸水膨胀量和试验片10的高度尺寸的比例，算出试验片10的浸水膨胀率。然后，重复进行浸水膨胀量的测定和浸水膨胀率的计算，得到试验片10的浸水膨胀的会聚点的时间的浸水膨胀率作为收敛值根据预先计划的银行高度和待覆盖压力的膨胀材料的浸水膨胀率，从收敛性获得测试片10的覆盖压力的一般银行资料的土地覆盖压力值。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JPH11172677A REINFORCED BANKING WALL METHOD USING CHANNEL TYPE WALL SURFACE MATERIAL 失效
公开(公告)号：JPH11172677A
公开(公告)日：1999-06-29
申请号：JP35404197
申请日：1997-12-09
申请人： FUJITA CORP
发明人： KUGA FUMIO , KOBAYASHI HARUO , OUCHI YOSHIHITO , NAKANO HIROYUKI , FUKUSHIMA SHINJI , KITAJIMA AKIRA
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a method, which is executed easily, in which various vegetation is carried out and which can construct a stable reinforced banking wall. SOLUTION: Channel type wall surface materials 1 consisting of plastics or a steel material are arranged to sections as banking walls, the end sections of reinforcing materials 2 laid at the rears of the channel type wall surface materials 1 are connected to the channel type wall surface materials 1, the channel type wall surface materials 1 are filled with soil 3, banking layers in layer thickness Δh approximately corresponding to the height of the wall surface materials 1 are banked up at the rears of the channel type wall surface materials 1, and a banking in height (h) is prepared by repeating these processes by the execution of woks at each stage. The channel type wall surface materials 1 are manufactured in a stable reinforced banking wall W by stacking the wall surface materials 1 in a tiered stand shape, and plants 4 such as shrubs can be vegetated in soil 3.

3. 发明专利

JPH1150411A IMPACT ABSORPTION TYPE GROUND AND ITS PREPARATION 失效
公开(公告)号：JPH1150411A
公开(公告)日：1999-02-23
申请号：JP34191497
申请日：1997-11-28
申请人： FUJITA CORP
发明人： SAKAMOTO HIROYUKI , KITAJIMA AKIRA , FUKUSHIMA SHINJI
IPC分类号： E01C7/26 , E01C13/00 , E01C13/06
摘要： PROBLEM TO BE SOLVED: To relieve a load for legs and loins by effectively lightening impact received from the ground in the case where a person runs and takes severe exercise on the ground composed of a floor soil making sandy soil a main component. SOLUTION: A floor soil layer G reclaimed on foundation ground B is composed of a lower layer part GL composed of gravel material 1, an upper layer part GU composed of mixture material mixing resilient body pieces 3 composed of resilient bodies such as rubber, urethane or polystyrene foam in with sandy material or soil material, and an intermediate layer part GM composed of the gravel material 1 in the lower layer part GL, the sandy material or the soil material in the upper layer part GU and gravel material 4 having intermediate particles. The upper layer part GU is composed of an upper layer lower part bed rock GU1 composed of only the mixture material and a surface layer vegetation part GU2 adding soil improvement material for giving sand nourishment property and water retention to the mixture material, and lawn ST is planted on the surface of the surface vegetation part GU2 .

4. 发明专利

JPH10325788A APPARATUS AND METHOD FOR TEST OF SHEAR STRENGTH OF BEDROCK IN ORIGINAL POSITION 失效
公开(公告)号：JPH10325788A
公开(公告)日：1998-12-08
申请号：JP15284697
申请日：1997-05-26
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： G01B5/30 , G01N3/00 , G01N3/24
摘要： PROBLEM TO BE SOLVED: To obtain an apparatus and a method in which the shear strength after the excavating operation of a bedrock whose stress is released by the excavating operation can be found precisely. SOLUTION: An apparatus 10 is provided with a shear ring 12, with a vertical-load loading mechanism 16, with a shear-load loading mechanism 18, with a vertical displacement meter 60 and with a shear displacement meter 62. A test piece which is cut off in an original position by excavating the circumference of a bedrock B to be tested is surrounded by the shear ring 12. The vertical-load loading mechanism 16 loads a vertical load to the test piece. The shear-load loading mechanism 18 loads a horizontal load to the shear ring 12 so as to load a shear load to the test piece. The displacement meters 60, 62 measure the vertical displacement amount and the shear displacement amount of the test piece. When the vertical load and the shear load which are loaded to the test piece are adjusted, the initial stress state of the bedrock B before its excavation and the state of the bedrock B whose stress is releaded after its excavation can be reproduced.

5. 发明专利

JPH10306680A PIPE ROOFING METHOD FOR EXCAVATION OF GROUND 失效
公开(公告)号：JPH10306680A
公开(公告)日：1998-11-17
申请号：JP12476197
申请日：1997-04-30
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To improve workability through reduction of the number of drives by increasing the strength of a ground region itself equivalent to the upper outer periphery of the top cover of an excavation space. SOLUTION: Boring holes 11 arranged in a roof-form manner at intervals of a proper distance in the upper outer periphery of an object to be excavated region 1a are excavated. After, by forcibly expanding each boring hole 11, density of a periphery ground region 1c is increased, a steel pipe 5 for reinforcement having diameter larger than that of the boring hole before expansion is inserted in an expanded boring hole 11 and anchored by a mortar 6. Excavation of an object to be excavated region 1a of a ground 1 is effected after a series of processes described above.

6. 发明专利

JPH09222369A METHOD FOR MEASURING SLACK DISPLACEMENT OF ROCK GROUND 失效
公开(公告)号：JPH09222369A
公开(公告)日：1997-08-26
申请号：JP5264196
申请日：1996-02-16
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： E02D29/045 , E21D9/00 , E21D13/00 , G01L5/00
摘要： PROBLEM TO BE SOLVED: To measure a slight slack displacement produced at a surrounding rock ground by boring accurately. SOLUTION: Water W in a water tank 8 is filled into a pressurization fluid sealing space S within a pressure sleeve 4 inserted into a measurement hole 2 of a rock ground G, cocks 10 and 11 are blocked, and water surface in the water tank 8 is pressurized by air pressure controlled from a pressurization source 13, thus setting an initial pressure to the water W in a pressurization fluid sealing space S and blocking a cock 9. After that, when a slack displacement occurs in the rock ground G due to the progress of the boring construction of, for example, a tunnel, the hole diameter of the measurement hole 2 slightly increases and the pressure sleeve 4 expands in radius direction owing to inner pressure, and an inner pressure at the pressurization fluid sealing space S decreases, thus obtaining a slack displacement distortion ε from the pressure change measured by a pressure measuring instrument 12.

7. 发明专利

JPH09158158A FILLING TYPE CONCRETE DAM AND CONSTRUCTION METHOD THEREOF 失效
公开(公告)号：JPH09158158A
公开(公告)日：1997-06-17
申请号：JP33986495
申请日：1995-12-05
申请人： FUJITA CORP
发明人： YOSHITOMI EITARO , FUKUSHIMA SHINJI
IPC分类号： E02B7/10
摘要： PROBLEM TO BE SOLVED: To save the consumption of cement in the construction of a dam body. SOLUTION: A dam body D comprises a rock placed concrete area 1 cast on a foundation bedrock G, a large-sized mass of rock 21 and a core concrete area 2 comprising concrete or mortar 22 filled in a clearance between each mass of rock 21 and outside concrete areas 3 and 4 having a specified thickness, which are provided on a surface layer on the upstream side and the downstream side of this concrete area and whose lower end is joined with the upstream side of the placed rock concrete 1 and the top on the end on the downstream side.

8. 发明专利

JPH07233529A ANCHOR HEAD CONSTRUCTION 失效
公开(公告)号：JPH07233529A
公开(公告)日：1995-09-05
申请号：JP16785994
申请日：1994-07-20
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： E02D5/76 , E02D5/80
摘要： PURPOSE:To obtain an anchor head holding a perpendicular surface always against the direction of a tensile member by forming the anchor head of a pedestal borne on a bearing section placed by contacting with a bedrock and a clamping member binding the basic end of the tensile member passing through the pedestal. CONSTITUTION:An excavated hole H is provided in a bedrock G forming an earth retaining of an H shape steel S1, and after the front end of a tensile member 3 is fixed to the excavated hole H, the basic end passes through an opening 1a of a pedestal 1 mounted to the steel S1. After that, the tensile member 3 passes through an opening 2b of a bearing plate 2, a recessed curve 2a is slide along a projected sphere of the pedestal 1, and the tensile member 3 is clamped with a clamping metal fixture 4 to fix. Then, in the case a perpendicular surface against the direction of the tensile member 3 is not held by a directional error of the excavated hole H in the bedrock G or finish accuracy of a fixed surface of the anchor head, the projected curve 2a is slid along the projected sphere of the pedestal 1, and the tensile member 3 is tentioned in the direction matching to directions of the tensile member 3 and excavated hole H.

9. 发明专利

JPS6389717A PREVENTING WORK AGAINST LIQUEFACTION OF GROUND 失效
公开(公告)号：JPS6389717A
公开(公告)日：1988-04-20
申请号：JP23456286
申请日：1986-10-03
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： E02D3/08 , E02D3/10
摘要： PURPOSE:To prevent the occurrence of liquefaction of the ground by penetrating drain reinforcements into the ground. CONSTITUTION:Drain reinforcements A formed by combining a reinforcing material 2 having high tensile strength other than soil and a draining material 1 having high water permeability in a sandwiched form are penetrated into the ground B liable to liquefaction. The deformation of the ground by earthquake B can thus be suppressed to a minimum, and the incidence of excess void water responsible for liquefaction can be controlled to a lesser extent. The occurrence of liquefaction of the ground B can be prevented.

10. 发明专利

JPH10183624A REINFORCING FILL-UP WALL EMPLOYING RETAINING WALL BLOCK 失效
公开(公告)号：JPH10183624A
公开(公告)日：1998-07-14
申请号：JP35664796
申请日：1996-12-27
申请人： FUJITA CORP
发明人： FUKUSHIMA SHINJI
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To increase effect of reinforcement for a fill-up wall constructed in steepness, and to effectively prevent deformation from occurring to the fill-up wall. SOLUTION: Base blocks are laid on a created ground or a consolidated foundation BC, being arranged in the direction intersecting at a right angle the section of a fill-up wall, and a retaining wall block 11 is placed thereon. Then, a fill-up layer G'1 attaining in a height at an attachment hole of the retaining wall block 11 is formed with fill-up materials G spread and compacted. A beltlike reinforcing member 4, connected with a tensile force-giving metal 5 to the attachment hole of each of the retaining wall blocks 11 , is laid on the fill-up layer G'1 . Then, a second retaining wall block 12 is placed on the retaining wall block 11 , and a second fill-up layer G'2 is formed. With similar works repeated successively, a fill-up foundation in a specified height is created. After consolidation, settlement and deformation are ceased at the fill-up foundation, tensile force is given to the beltlike reinforcing member 4 with a nut 52 of the tensile fiorce-giving metal 5 screwed up.

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