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1. 发明专利

JP2010281049A Method and basin for repairing catch basin 有权
标题翻译：修复盆地的方法和盆地
公开(公告)号：JP2010281049A
公开(公告)日：2010-12-16
申请号：JP2009133305
申请日：2009-06-02
申请人： Kyushu Rubber Seihin Hanbai Kk , Nippon Steel Corp , Nittetsu Kankyo Engineering Kk , 九州ゴム製品販売株式会社 , 新日本製鐵株式会社 , 日鉄環境エンジニアリング株式会社
发明人： ENOKIDA TADAHIRO , KANO KOJI , NAKADA TSUTOMU
IPC分类号： E03F5/10
摘要： PROBLEM TO BE SOLVED: To inexpensively repair a catch basin in a water flowing state in a short construction period.
SOLUTION: A repair basin 100 is installed in the catch basin 1 in a state in which water flows through piping 2 and the catch basin 1; and a water sealing tube 105 is swollen in a state in which a piping opening 2a and an opening 102 of the repair basin 100 are aligned with each other. Thus, the water sealing tube 105 is pressure-bonded to the periphery of the opening 2a of the inside surface of the catch basin 1; the piping opening 2 and the opening 102 communicate with each other; and a space S, which is provided between the catch basin 1 and the repair basin 100 and on the periphery of the water sealing tube 105, is isolated from the inside of the piping 2 and that of the repair basin 100. The water is sucked up from the isolated space S in the catch basin 1; and subsequently, the space S is filled with grout 106 such as cement paste and mortar as shown in Fig.2(c).
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在短暂的施工期间，以水流状态廉价地修复集水盆。解决方案：在水流过管道2和捕集池1的状态下，将修复盆100安装在捕集池1中; 并且在密封管100的管道开口2a和开口102彼此对准的状态下，水封管105膨胀。因此，水封管105被压接在捕集池1的内表面的开口2a的周边; 管道开口2和开口102彼此连通; 并且设置在捕集槽1和修理水槽100之间以及水密封管105的周边上的空间S与管道2的内部和修理盆100的内部隔离。从隔离的空间S在捕获盆地1; 随后，如图2（c）所示，填充空隙S，例如水泥浆和砂浆等浆料106。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2006249497A Method for repairing blast furnace 有权
标题翻译：修复吹塑炉的方法
公开(公告)号：JP2006249497A
公开(公告)日：2006-09-21
申请号：JP2005067062
申请日：2005-03-10
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO , KIMURA TAKANORI , TAKANO YOSHIHIRO , KUDO KOJI , MARUYAMA NORIO
IPC分类号： C21B7/00
摘要： PROBLEM TO BE SOLVED: To provide a repairing method which secures a gap for placing a means for moving the bottom of a blast furnace sideways therein between the bottom of the blast furnace and the base concrete of the blast furnace when separating the bottom of the blast furnace from the other and lifting it, while preventing the exfoliation of the uppermost surface layer of the base concrete which became brittle due to the heat of the blast furnace.
SOLUTION: This repairing method comprises the steps of: opening a plurality of through-holes in the base concrete 11 right under the bottom of the blast furnace; horizontally cutting the base concrete 11 at positions of the through-holes to separate the bottom of the blast furnace from the base concrete 11; placing a high-strength cloth sheet 78a in a cut crevice while sliding it on the cut plane; fixing the edge of the high-strength cloth sheet 78a onto the bottom mantel of the blast furnace or onto the first step laid beam; forming the gap between the bottom of the blast furnace and the base concrete 11 by lifting the bottom of the blast furnace by an appropriate lifting means; placing a moving means like a roller in the gap; and moving the bottom of the blast furnace.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种修复方法，当将高炉的底部与高炉的基础混凝土之间分离时，确保用于将鼓风炉底部侧向移动的装置的间隙固定在高炉的底部的高炉提升，同时防止由于高炉的热量而变脆的基础混凝土的最上表面层的剥离。解决方案：该修复方法包括以下步骤：在高炉底部正下方的基础混凝土11中打开多个通孔; 在通孔的位置处水平切割基础混凝土11，以将高炉的底部与基础混凝土11分离; 将高强度布片78a放置在切割缝隙中，同时在切割平面上滑动; 将高强度布片78a的边缘固定在高炉的底部底座上或第一台阶放置梁上; 通过适当的提升装置提升高炉底部，形成高炉底部与基础混凝土11之间的间隙; 将一个像辊子这样的移动装置放在间隙中; 并移动高炉底部。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2004116081A Reinforcing construction of existing structure and reinforcing method 有权
公开(公告)号：JP2004116081A
公开(公告)日：2004-04-15
申请号：JP2002279587
申请日：2002-09-25
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO , TAKANO YOSHIHIRO
IPC分类号： E01D22/00 , E01D2/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing construction capable of efficiently performing reinforcement to bending moment and a shear force without giving damage to an existing structure.
SOLUTION: The reinforcing construction of the existing structure such as a beam-column structure, a bridge or the like comprises a horizontal force holding member 1 extending in the direction of the axis of a beam or a girder, a reaction holding member 2 placed on the lower side of the reinforced position of the beam or the girder and a PC steel material 3 fixing the end to the horizontal force holding member 1 and stretched to the lower side of the reaction holding member 2. The reaction holding member 2 is pushed up by the PC steel material 3 to which tension is introduced, and the reinforced position of the beam or the girder can be supported from the lower side.
COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2007033085A Life cycle cost evaluation system of steel structure 有权
标题翻译：钢结构寿命周期成本评估系统
公开(公告)号：JP2007033085A
公开(公告)日：2007-02-08
申请号：JP2005213320
申请日：2005-07-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IWAO NAOKI , YAMANA SHIGEHIKO , OHIRA TAKASHI , YAMANE MAKOTO , SATO HIROTAKA , ENOKIDA TADAHIRO , TSUJII MASATO , YANO YOSHITAKA , HIRASHIMA YUTAKA , MATSUDA EIKO
IPC分类号： G01N17/00
摘要： PROBLEM TO BE SOLVED: To provide a life cycle cost evaluation system of a steel structure capable of properly evaluating the load resistance properties of the steel structure in harbor and ocean facilities to set an accurate repairing plan. SOLUTION: This life cycle cost evaluation system is constituted so that the corrosion state of the constituent member (steel pipe pile or steel sheet pile) in the steel structure is estimated by a corrosion speed estimating processing means 53 and the unit stress degree in a state that the effective member cross section of the constituent member is reduced by corrosion is calculated by a structure diagnosing processing means 55 to properly evaluate the load resistance properties of the constituent member. According, the life cycle cost of the steel structure in the harbor and ocean facilities can be calculated with high precision and the labor or cost related to the maintenance control of the facilities can be sharply reduced. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构的寿命周期成本评估系统，能够适当评估港口和海洋设施中钢结构的负载阻力特性，从而制定精确的维修计划。解决方案：该寿命周期成本评价系统构成为，通过腐蚀速度估计处理装置53和单位应力度来估计钢结构中的构成部件（钢管桩或钢板桩）的腐蚀状态在通过结构诊断处理装置55计算构成构件的有效构件截面被腐蚀减少的状态下，以适当地评价构成构件的耐负荷性。据了解，海港和海洋设施钢结构的生命周期成本可以高精度地计算出来，与设施的维护控制有关的劳动力或成本可以大大降低。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2004116082A Pc cable anchor 有权
公开(公告)号：JP2004116082A
公开(公告)日：2004-04-15
申请号：JP2002279588
申请日：2002-09-25
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO
IPC分类号： E01D1/00 , E01D19/10 , E01D101/24 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To dissolve a bending phenomenon of a PC cable occurring around an anchor of a PC structure for a PC cable anchor.
SOLUTION: The PC cable anchor 1 comprises an anchoring plate 2 for taking the reaction of a locking member 8 mounted to the PC cable 6, an opening bearing plate 3 embedded in concrete 5 and transferring a tensile load of the PC cable 6 to the concrete 5 and an anchor plate holding member 4 fixed to the circumferential edge of an opening 3a of the opening bearing plate 3. A set of bearing grooves 4a notched to the anchoring plate holding member 4 and a set of rotational shafts 2b projected from both sides of the anchoring plate 2 are fitted to each other, and a mounting angle of the anchoring plate 2 can be adjusted so as to make a right angle in the direction of the tension of the PC cable 6 by the rotation of the anchoring plate 2.
COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2005298889A Method for reconstructing blast furnace 有权
标题翻译：用于重新配置BLAST FURNACE的方法
公开(公告)号：JP2005298889A
公开(公告)日：2005-10-27
申请号：JP2004116050
申请日：2004-04-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO , TAKANO YOSHIHIRO , MARUYAMA NORIO , KUDO KOJI
IPC分类号： C21B7/00
摘要： PROBLEM TO BE SOLVED: To provide a reconstructing method with which the bottom part of a blast furnace is separated from a furnace foundation concrete of the blast furnace and in the case of removing the bottom part by holding up and separating from the setting place, the drop-down thereof into gap of a thermally worsened concrete is not developed and a gap for setting a lateral shifting means for the bottom part of the blast furnace can be secured.
SOLUTION: This reconstructing method is performed to the reinforcement for filling grout after setting a bar-like member 78 into a first through-hole 77 penetrating the lowermost step bedding beam 63, concrete layer 61a and the grout 64, set in the recessed part formed in the uppermost surface concrete layer 61a of the foundation concrete 61 of the blast furnace. A second through-hole 79 is bored in the horizontal direction in the foundation concrete at the lower side of the first through-hole and the foundation concrete is horizontally cut off at the position of the second through-hole and the bottom part 66 of the blast furnace are cut off and the gap 75 is formed by rising up the bottom part of the blast furnace with a hydraulic pressure jack 74 etc., and a shifting means, such as rollers, is set in the gap 75, and the bottom part of the blast furnace is laterally shifted.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种重建方法，其中高炉的底部与高炉的炉底混凝土分离，并且在通过夹持和分离设置来移除底部的情况下不会产生其下降到热变差的混凝土的间隙中，并且可以确保用于设定用于高炉底部的横向移动装置的间隙。解决方案：将棒状构件78设置在穿过最下层阶梯床层梁63，混凝土层61a和灌浆料64的第一通孔77中之后，对用于填充灌浆的加固件进行该重建方法。形成在高炉的基础混凝土61的最上表面混凝土层61a中的凹部。第二通孔79在第一通孔的下侧的基础混凝土中在水平方向上钻孔，并且基础混凝土在第二通孔和第二通孔的底部66的位置处水平地切断切断高炉，通过用液压千斤顶74等升高高炉底部而形成间隙75，并且在间隙75内设置有诸如滚子的移动装置，底部的高炉横向移动。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005105766A Removable support beam 有权
标题翻译：可拆卸支撑梁
公开(公告)号：JP2005105766A
公开(公告)日：2005-04-21
申请号：JP2003344084
申请日：2003-10-02
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO
IPC分类号： E04G11/50
摘要： PROBLEM TO BE SOLVED: To facilitate the assembly of a temporary support beam and construction step for dismantling, reduce dead space, easily install the support beam at any position, reduce the weight of a deck plate accordingly, and re-use the temporary support beam separated from a concrete slab.
SOLUTION: This support beam 1 temporarily installed when the reinforced concrete slab is constructed comprises a temporary steel-frame beam 2 formed of an H-steel and a support plate 3 installed on an upper flange 4 separably through a connection means such as bolts 5. The deck plate is supported on the upper flange 4 of the support plate 3, and locking fittings 10 to a concrete are fitted to the support plate 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了便于临时支撑梁的组装和拆卸的施工步骤，减少死空间，容易将支撑梁安装在任何位置，相应地减小甲板板的重量，并重新使用临时支撑梁与混凝土板分离。解决方案：当钢筋混凝土板被构造时临时安装的支撑梁1包括由H钢形成的临时钢架梁2和安装在上凸缘4上的支撑板3，所述支撑板3可以通过连接装置螺栓5.甲板板支撑在支撑板3的上凸缘4上，并且将锁定配件10安装到支撑板3上。（C）2005，JPO＆NCIPI

8. 发明专利

JP2003306933A Suspension bracket construction of steel pipe pile or steel pipe sheet pile, and bracket attaching method using the construction 审中-公开
标题翻译：钢管桩或钢管桩的悬吊支架结构和使用施工的支架连接方法
公开(公告)号：JP2003306933A
公开(公告)日：2003-10-31
申请号：JP2002115867
申请日：2002-04-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO
IPC分类号： E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a suspension bracket construction and a suspension bracket attaching method using this construction capable of improving a decrease in work efficiency caused by the suspension bracket attached to the outer surface of steel pipe pile or steel pipe sheet pile.
SOLUTION: With respect to the suspension brackets attached to the steel pipe pile or steel pipe sheet pile, the construction of suspension bracket of steel pipe pile or steel pipe sheet pile having the suspension brackets installed inside the steel pipe as the feature; and attaching method for suspension brackets for steel pipe pile or steel pipe sheet pile for which the suspension brackets are attached to the inner surface of the steel pipe pile or steel pipe sheet pile as the feature.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种使用这种结构的悬架支架结构和悬架支架附接方法，其能够改善由附接到钢管桩或钢管桩桩的外表面的悬挂支架引起的工作效率的降低。
解决方案：对于钢管桩或钢管桩桩的悬挂支架，以钢管内安装悬挂支架的钢管桩或钢管桩桩的吊架结构为特征; 以及作为特征的钢管桩或钢管桩桩的内表面的钢管桩或钢管桩桩的悬挂支架的安装方法。版权所有（C）2004，JPO

9. 发明专利

JP2002339008A STEEL SLAG RUNNER STRUCTURE 审中-公开
公开(公告)号：JP2002339008A
公开(公告)日：2002-11-27
申请号：JP2002051181
申请日：2002-02-27
申请人： NIPPON STEEL CORP
发明人： ENOKIDA TADAHIRO , YORIMITSU SHINJI , ANDO KEIJI
IPC分类号： C21B7/14
摘要： PROBLEM TO BE SOLVED: To provide a steel slag runner structure with which the breakage of each member constructing the slag runner can be prevented by controlling excessive load applied to the wall surface of the slag runner caused by thermal expansion of the trough. SOLUTION: A slag runner 10 is constructed at the back surface side of the right angle direction Y of a flowing direction X in a trough 1 which is made of a refractory and set on a casting floor 2 of a blast furnace to let high temperature fluid, such as molten iron or molten slag flow. To the steel- made trough wall 9 fitted to the surface of the slag runner 10, a function of free expansion/shrinkage due to thermal expansion without being restricted in the flowing direction X in the trough and the vertical direction Z relative to the thermal expansion is added.

10. 发明专利

JPH09228364A WRAPAROUND PREVENTING METHOD FOR UNDERGROUND CONTINUOUS WALL CONSTRUCTION METHOD 失效
公开(公告)号：JPH09228364A
公开(公告)日：1997-09-02
申请号：JP4006896
申请日：1996-02-27
申请人： NIPPON STEEL CORP , OHBAYASHI CORP
发明人： ENOKIDA TADAHIRO , KIMURA HIROHIDE , TAZAKI KAZUYUKI , NOZU YOSHIMITSU , TAKAHASHI HITOSHI , HAYASHI NOBUHIKO
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To surely prevent the wraparound of a hardenable material. SOLUTION: A wraparound preventing material 10 is fixed to one side face of a fitting plate 14. The wraparound preventing material 10 comprises a base 10a formed by a metallic thin plate, and a rubber sheet 10b stuck on one surface of the base 10a. The rubber sheet 10b is stuck to an outer face side of the base 10a, in such manner that it is brought into contact with a side wall face 3a of a drill hole. The wraparound preventing material 10 is bent near the fitting plate 14, so that it has almost L-shape as a whole. The wraparound preventing material 10 is prevented from being deformed in a large scale, because it is formed of the thin metal base 10a and the rubber sheet 10b, and the rigidity of the rubber sheet 10b is reinforced by the base 10a, when the backfilling crushed stone 6 is charged between the first member and an edge side in a connecting direction, of the drill hole, and further the wraparound preventing material 10 receives side pressure of the backfilling crushed stone 6, so that the forward end side of the wraparound preventing material 10 is deformed according to the side wall faces 3a of the drill hole, and is made to adhere thereto.

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