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1. 发明专利

JP2010138581A Reinforcing structure of banking support ground 有权
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2010138581A
公开(公告)日：2010-06-24
申请号：JP2008314788
申请日：2008-12-10
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , SAWAMATSU TOSHIHISA , KAWASAKI HIROTAKA , ISHII HIROYASU , TSUKUNI SHOICHI , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/00 , E02D5/46 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a reasonable reinforcing structure of a banking support ground, capable of providing a sufficient reinforcing effect, even if the improvement rate thereof is low.
SOLUTION: A pile-like first soil improvement body 1 is formed in the banking support ground 11 under the peripheral edge of a banking 10, a wall-like second soil improvement body 2 is formed on the inner side thereof, and a pile-like third soil improvement body 3 is formed on the inner side thereof. The improved depth of the second soil improvement body is larger than the first and third soil improvement bodies. At least one or all of the first to third soil improvement bodies do not reach a foundation ground. A wall-like fourth soil improvement body 4 is formed in the banking support ground on the outside of the first soil improvement body. A core 5 is provided in the second soil improvement body. A tension member 6 is anchored to the upper part of the second soil improvement body to restrict the deformation and displacement thereof to the outside. A blanket net member 7 is laid down near the boundary layer between the banking and the banking support ground over the entire surface.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供银行支持地的合理的加强结构，即使其改善率低，也能够提供足够的增强效果。解决方案：在银行业10的周边边缘的银行支撑地面11上形成有桩状的第一土壤改良体1，其内侧形成有壁状的第二土壤改良体2，在其内侧形成有桩状的第三土壤改良体3。第二个土壤改良体的改善深度大于第一和第三土壤改良体。至少一个或全部第一到第三个土壤改良机构都没有达到基础。在第一土壤改善体的外侧的银行支撑地面上形成有壁状的第四土壤改良体4。核心5设置在第二土壤改良体内。张紧构件6被锚固到第二土壤改良体的上部，以将其变形和位移限制到外部。在整个表面上的银行和银行支持地之间的边界层附近铺设一个毯子网7。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2008303583A Structure of artificial ground 审中-公开
标题翻译：人造地面结构
公开(公告)号：JP2008303583A
公开(公告)日：2008-12-18
申请号：JP2007150567
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , KAWASAKI HIROTAKA , ISHII HIROYASU , NISHIO KYO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , TSUKUNI SHOICHI , TAGUCHI HIROBUMI , FUJITA YUJI , INAGAWA KOICHI , IMAI YUUKI
IPC分类号： E02D17/18 , E02D3/12 , E02D17/20 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To prevent horizontal displacement of a sideways flow or the like by stably supporting a structure in soft natural ground using simple artificial ground without a pile, and stabilizing the natural ground.
SOLUTION: A floor slab 2 for supporting the structure 1 and a soil improvement body 13 for supporting the floor slab are constructed on the soft natural ground 3, a core material 11 is integrally fixed on the upside of the soil improvement body, the upper part of the core material is projected in the floor slab and fixed, and the soil improvement body and the floor slab are connected to each other through the core material. The soil improvement body is constructed like a grid by arranging a number of soil improvement piles 10 vertically and horizontally in a plan view, the core material 11 is fixed to the upper part of the soil improvement pile located in the intersection of the grids, and the upper parts of the core materials are connected to each other by a tension member 14. Another soil improvement pile 15 is constructed also in a cell of the grid-like soil improvement body. The upper part of the soil improvement body is supported by a batter pile made of the soil improvement pile. The soil improvement body 13 is extended not only to the floor slab, but also to the lower side of an overlaid ground such as a banking 6 constructed in the periphery thereof.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过在没有桩的简单人造地面上稳定地支撑柔性自然地面中的结构，并且稳定自然地面，来防止侧向流动等的水平位移。解决方案：用于支撑结构1的地板2和用于支撑楼板的土壤改良体13在软土自然地面3上构成，芯材11一体地固定在土壤改良体的上侧，芯材的上部突出在地板上并固定，土体改良体和地板通过芯材相互连接。通过在平面图中垂直和水平地布置多个土壤改良桩10，将土壤改良体构成为网格，芯材11固定在位于网格的交叉点的土壤改良桩的上部，核心材料的上部通过张紧构件14彼此连接。另外的土壤改良桩15还被构造在格栅状土壤改良体的细胞中。土壤改良体的上部由土壤改良桩制成的面糊桩支撑。土壤改良体13不仅延伸到楼板，而且延伸到覆盖地面的下侧，例如在其周边构造的银行6。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2014145192A Improvement body construction system 审中-公开
标题翻译：改进体系结构体系
公开(公告)号：JP2014145192A
公开(公告)日：2014-08-14
申请号：JP2013014281
申请日：2013-01-29
申请人： Taisei Corp , 大成建設株式会社 , Nittoc Constr Co Ltd , 日特建設株式会社
发明人： FUJIWARA TADAFUMI , ISHII HIROYASU , KOBAYASHI MAKIKO , AOKI TOMOYUKI , SUGA KOICHI , MIKAMI NOBORU , MATSUURA KAORU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an improvement body construction system, which constructs an improvement body in a soil by using deep layer mixing, capable of accurately constructing an improvement body with no dispersion in quality according to soil characteristics.SOLUTION: An improvement body construction system 1000 comprises: an execution machine 100 composed of a base machine 60 and a rod 10; a control device 200 for controlling back and forth speed in the axial direction and rotation speed of the rod 10; a first measurement apparatus 300 for measuring the back and forth speed; and a second measurement apparatus 400 for measuring the rotation speed. The improvement body construction system 1000 performs control so that a discharge amount of improvement material per predetermined length of the improvement body satisfies a discharge amount Zby: measuring the back and forth speed and rotation speed; the control device 200 storing a threshold XYof the number of rotation of the rod per predetermined length of the improvement body and the discharge amount Zof the improvement material corresponding to the threshold; and the control device 200 controlling the back and forth speed and rotation speed on the basis of measured measurement data X, Y so as to satisfy the threshold XY.
摘要翻译：要解决的问题：提供一种改进体施工系统，其通过使用深层混合在土壤中构建改进体，能够根据土壤特性精确地构建质量不分散的改进体。解决方案：改进体构造系统1000包括：由基本机器60和杆10组成的执行机器100; 用于控制杆10的轴向和转速的前后速度的控制装置200; 用于测量前后速度的第一测量装置300; 以及用于测量转速的第二测量装置400。改进体施工系统1000进行控制，使得改善体的每个预定长度的改进材料的排出量满足排出量Zby：测量前后速度和转速; 控制装置200存储改善体的每个预定长度的杆的旋转数的阈值XY和对应于阈值的改进材料的排出量Z; 并且控制装置200基于测量的测量数据X，Y控制前后速度和转速，以满足阈值XY。

4. 发明专利

JP2012193562A Foundation improvement creation apparatus and foundation improvement creation method 有权
标题翻译：基金会改进创新设备和基金会改进创新方法
公开(公告)号：JP2012193562A
公开(公告)日：2012-10-11
申请号：JP2011059115
申请日：2011-03-17
申请人： Taisei Corp , Nittoc Constr Co Ltd , 大成建設株式会社 , 日特建設株式会社
发明人： ISHII HIROYASU , AOKI TOMOYUKI , FUJIWARA NARIFUMI , MISUMI MAKIKO , SUGA KOICHI , YOKOI KAZUHIDE , MIKAMI NOBORU , OKAZAKI KENJI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation improvement creation apparatus in which an agitation blade can be guaranteed to maintain the open attitude thereof against a reaction force that operates upon the agitation blade when pulling back a rod, and a high-quality foundation improvement can be created by sufficiently agitating and mixing the foundation and an improvement member, and a foundation improvement creation method.SOLUTION: A foundation improvement creation apparatus 10 comprises a casing 1, a freely revolvable and hollow rod 2 which freely enters and leaves the casing 1 through the distal end thereof, a piston 4 of which the distal end is freely expanded forward rather than the distal end of the rod 2 and in which an agitation blade 3 is mounted freely rotatably, and an inner pipe 5 which is fluid-communicated to a channel 4a of the piston 4. In the foundation improvement creation apparatus 10, at an engaging position of the piston 4 and a hollow 2a of the rod 2, an engage groove 2b and an engage key 4c of the both are engaged, a discharge hole 2c is provided within the thickness of the rod 2, and a through-hole 4b communicated to the channel 4a is provided in the piston 4. In a state where the through-hole 4b and the discharge hole 2c are fluid-communicated, an improvement member supplied to the inner pipe 5 is discharged to a side of the outside of the rod 2.
摘要翻译：要解决的问题：提供一种基础改进创造装置，其中可以保证搅拌叶片能够在拉回杆时抵抗在搅拌叶片上操作的反作用力而保持其打开姿态，并且高品质可以通过充分地搅拌和混合基础和改进构件，以及基础改进创造方法来创造基础改进。解决方案：基础改进创造装置10包括壳体1，其可自由旋转且中空的杆2，其自由地通过其远端进入和离开壳体1;活塞4，远端自由地向前膨胀，比杆2的前端大，可旋转地安装有搅拌叶片3的内管5与流体连通到活塞4的通道4a的内管5.在地基改良创造装置10中，活塞4的位置和杆2的空心2a，两者的接合槽2b和接合键4c接合，排出孔2c设置在杆2的厚度内，并且通孔4b连通通道4a设置在活塞4中。在通孔4b和排出孔2c流体连通的状态下，供给到内管5的改进构件被排出到杆的外侧 2.版权所有（C）2013，JPO＆INPI Ť

5. 发明专利

JP2014005656A Connection structure for inner pipe constituting double pipe 有权
标题翻译：内部管道连接结构双管
公开(公告)号：JP2014005656A
公开(公告)日：2014-01-16
申请号：JP2012142221
申请日：2012-06-25
申请人： Taisei Corp , 大成建設株式会社 , Nittoc Constr Co Ltd , 日特建設株式会社
发明人： KOBAYASHI MAKIKO , AOKI TOMOYUKI , FUJIWARA TADAFUMI , ISHII HIROYASU , TATEISHI YOJI , MIKAMI NOBORU , SUGA KOICHI , SATO JUN
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide the connection structure of an inner pipe constituting a double pipe to be used in the case of building a solid improvement body facilitating simple connection, capable of reducing a flexural load or the like by achieving a flexible connection structure, and showing high durability.SOLUTION: In a connection structure 100 constituting a double pipe, one of two inner pipes 10 has a storage groove 10B extending from an opening 4 to a groove bottom 6 at the end, and the other has an insertion body 10A at the end, and the insertion body 10A has a place 1 successively attached with O rings from the top end side and a place 2 formed with a screw cutting. When the insertion body 10A is inserted into the storage groove 10B, and both screw cuttings are screwed into each other, and the place 2 formed with the screw cutting of the insertion body 10A is sent to the more front than a screw cutting 5 of the storage groove 10B, the O ring 3 is brought into contact with the storage groove 10B to form a seal structure, and the relative movement of the inner pipes 10 and 10 is guaranteed with a gap G formed between the top end of the insertion body 10A and the groove bottom 6 of the storage groove 10B.
摘要翻译：要解决的问题：为了提供构成便于简单连接的固体改进体的构成双重管的内管的连接结构，能够通过实现柔性连接结构来减少弯曲载荷等，并且具有高的耐久性。解决方案：在构成双管的连接结构体100中，两个内管10之一具有从开口4延伸到槽底6的存储槽10B，另一端具有插入体10A 并且插入体10A具有从上端侧连续地安装有O形环的位置1和形成有螺纹切割的位置2。当插入体10A插入到存储槽10B中并且两个螺纹切割被彼此拧紧时，形成有插入体10A的螺纹切割的位置2被传送到比前述的螺钉切割5更靠前的位置存储槽10B，O形环3与存储槽10B接触以形成密封结构，并且通过形成在插入体10A的顶端之间的间隙G来保证内管10和10的相对运动和存储槽10B的槽底6。

6. 发明专利

JP2013032691A Drilling device and laying method of injection pipe using the same 有权
标题翻译：钻孔装置和注射管的使用方法
公开(公告)号：JP2013032691A
公开(公告)日：2013-02-14
申请号：JP2012146021
申请日：2012-06-28
申请人： Sanshin Corp , 三信建設工業株式会社 , Taisei Corp , 大成建設株式会社 , Capty Co Ltd , 株式会社キャプティ
发明人： TOKOROSAKI SHIGERU , YAMAZAKI JUNICHI , KUDO KIMIO , KOIZUMI RYONOSUKE , JO KOICHI , KONO SOHEI , KAWANO TAKATERU , ISHII HIROYASU , YAMADA TAKAHIRO , MATSUI HIDETAKE , KATSUTA TSUTOMU , MIWA SHINJI , NAGASHIMA MASARU
IPC分类号： E21B10/64 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To accurately perform drilling along a schedule line shape without being controlled by a soil property.SOLUTION: A drilling device 1 includes: an outer piece 3 connected to a rod; an inner piece 5 extrudably housed inside the outer piece; and a position information transmitter 7 used for position detection by a sonde locator system. The position information transmitter is equipped with an attaching/detaching mechanism 9 which enables detachment and reattachment of the transmitter in the middle of drilling, and a sonde and an inclinometer are stored inside. When using percussion in the middle of drilling, a latch 93 of the attaching/detaching mechanism is released, and only the position information transmitter is tentatively recovered. Thus, in the state of being capable of surely protecting the position information transmitter from an impact, striking force is given to a distal end of the drilling device. When the percussion is ended, the position information transmitter is pushed back to an original position and reattached to the outer piece. Thus, accurate position detection by the sonde locator system can be restarted.
摘要翻译：要解决的问题：在不受土壤性质控制的情况下，沿着排程线形状精确地执行钻孔。解决方案：钻孔装置1包括：连接到杆的外部件3; 可挤压地容纳在外部件内的内件5; 以及位置信息发送器7，用于由探空仪定位系统进行位置检测。位置信息发送器配有安装/拆卸机构9，其能够在钻孔中间脱离和重新连接发射器，并且将探头和倾斜计储存在内部。当在钻孔中间使用冲击时，释放附接/分离机构的锁定件93，并且仅暂时恢复位置信息发送器。因此，在能够可靠地保护位置信息发送器免受冲击的状态下，将打击力提供给钻孔装置的远端。当敲击结束时，位置信息发送器被推回到原始位置并重新连接到外部件。因此，可以重新开始由探空仪定位系统进行的精确的位置检测。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2008202369A Ground improvement method and ground improvement device 有权
标题翻译：接地改进方法和接地改进设备
公开(公告)号：JP2008202369A
公开(公告)日：2008-09-04
申请号：JP2007042489
申请日：2007-02-22
申请人： Capty Co Ltd , Sanshin Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 成和リニューアルワークス株式会社 , 株式会社キャプティ
发明人： ISHII HIROYASU , HIGAKI KANJI , IMAMURA SATOSHI , MIWA SHINJI , TOKOROSAKI SHIGERU , KOIZUMI RYONOSUKE , KURAMOCHI KAZUNORI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method and a ground improvement device which can effectively discharge excess muddy water easily and at low cost.
SOLUTION: The ground improvement method comprises the first process of arranging a mud-discharge pipe 10 in the ground G to penetrate an improvement area A of which the ground is to be improved, the second process of connecting a supply pipe 30 used for supplying a conditioning material C to the improvement area A to one end of the mud-discharge pipe 10 and the third process of spraying the conditioning material C at high pressure onto the improvement area A through the medium of the supply pipe 30 while drawing the supply pipe 30 into the ground G by drawing the mud-discharge pipe 10 from the other end. The excess muddy water generated with the high-pressure spraying of the conditioning material C is taken into the mud-discharge pipe 10, and is discharged from the other end of the mud-discharge pipe 10. The ground improvement device using the above method is also disclosed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以低成本有效地排出多余的泥水的地面改进方法和地面改进装置。解决方案：地面改进方法包括在地面G中布置排泥管10的第一过程，以穿透地面要改善的改进区域A，连接供给管30的第二过程被使用用于将调节材料C提供给改进区域A到排泥管10的一端，以及通过供给管30的介质在高压下将调理材料C喷射到改进区域A上的第三过程，通过从另一端抽出排泥管10将管30供给到地面G中。通过调节材料C的高压喷射产生的多余的泥浆水被送入排泥管10，从排泥管10的另一端排出。使用上述方法的地面改良装置也披露。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2008150919A Tip position detecting system of boring hole drilling device and hole drilling pipe 有权
标题翻译：镗孔钻头装置和钻孔钻头的位置检测系统
公开(公告)号：JP2008150919A
公开(公告)日：2008-07-03
申请号：JP2006342263
申请日：2006-12-20
申请人： Capty Co Ltd , Kyokado Eng Co Ltd , Sanshin Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 強化土エンジニヤリング株式会社 , 成和リニューアルワークス株式会社 , 株式会社キャプティ
发明人： HIGAKI KANJI , KAWAKAMI JUN , ISHII HIROYASU , KURAMOCHI KAZUNORI , SHIMADA SHUNSUKE , MIWA SHINJI , KOIZUMI RYONOSUKE
IPC分类号： E21B7/04 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide a tip position detecting system of a boring hole drilling device, and a hole drilling pipe, capable of efficiently drilling a hole without being influenced by an aboveground obstacle with a simple structure. SOLUTION: This tip position detecting system detects a tip position of the hole drilling pipe 10 of the boring hole drilling device 1. A position measuring device 30 is arranged in the hole drilling pipe 10 for detecting the tip position of this hole drilling pipe 10. A radio signal generator 50 is arranged for converting position data measured by this position measuring device 30 into a radio signal. A coil 70 is formed by winding a conductor 72 on a part of a body part 12 of the hole drilling pipe 10, and is constituted so as to transmit the radio signal converted by the radio signal generator 50 by this coil 70, and a receiver 90 for receiving the radio signal is arranged on the ground. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以简单的结构有效地钻孔而不受地上障碍物影响的钻孔钻孔装置的尖端位置检测系统和钻孔管。
解决方案：该尖端位置检测系统检测钻孔装置1的钻孔管10的尖端位置。位置测量装置30布置在钻孔管10中，用于检测该钻孔的尖端位置无线电信号发生器50用于将由该位置测量装置30测量的位置数据转换成无线电信号。线圈70通过将导体72缠绕在钻孔管10的主体部分12的一部分上而构成，以便通过该线圈70传送由无线电信号发生器50转换的无线电信号和接收器 90用于接收无线电信号被布置在地面上。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2013019129A Sludge pipe and ground improvement method 有权
标题翻译：泥浆管和地面改良方法
公开(公告)号：JP2013019129A
公开(公告)日：2013-01-31
申请号：JP2011151702
申请日：2011-07-08
申请人： Taisei Corp , 大成建設株式会社
发明人： MATSUI HIDETAKE , ISHII HIROYASU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a sludge pipe and a ground improvement method in which a sludge defect is prevented from occurring and ground improvement can be performed with high quality by horizontal injection and agitation.SOLUTION: A slude pipe 1 and a ground improvement method utilizing the same are provided. The sludge pipe 1 comprises an outer pipe 10, an inner pipe 20 and a packer 30. In the outer pipe 10, a plurality of first sludge ports 11, 11, ... are formed in a columnar shape, and a distal end of the outer pipe 10 is closed. In the inner pipe 20, a second sludge port 21 is formed in the distal end thereof and the inner pipe 20 is inserted into the outer pipe 10. The packer 30 is installed, at the back of the second sludge port 21, on an outer surface of the inner pipe 20.
摘要翻译：要解决的问题：为了提供一种防止污泥缺陷发生的污泥管和地面改进方法，可以通过水平注射和搅拌以高质量进行地面改良。解决方案：提供排气管1和利用其的地面改进方法。污泥管1包括外管10，内管20和封隔器30.在外管10中，多个第一污泥端口11,11，...形成为柱状，远端外管10关闭。在内管20中，在其前端形成有第二污泥口21，内管20插入外管10.封隔器30在第二污泥端口21的背面安装在外管20上。内管20的表面。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2003075205A Method of recording data 审中-公开
标题翻译：记录数据的方法
公开(公告)号：JP2003075205A
公开(公告)日：2003-03-12
申请号：JP2001266372
申请日：2001-09-03
申请人： Taisei Corp , 大成建設株式会社
发明人： ISHII HIROYASU , FUJIWARA NARIFUMI , SHIBA YUKIO
IPC分类号： G01D9/04
摘要： PROBLEM TO BE SOLVED: To provide a method of recording data which maximally utilizes the capacity of a storage memory and stores a maximum a mount of data every fixed time intervals.
SOLUTION: For sampling waveform data at fixed time intervals, the data recording method changes the sampling time intervals to equal and unequal intervals according to the dynamic and static changes of the data e.g. as shown in Fig. 1. The data are sampled with equal sampling intervals in a greatly changing data range (dynamic changing portions) to obtain precise data and with unequal sampling intervals such as logarithmic or root intervals in a little changing range (static changing portions) to avoid taking in the data uselessly.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种记录数据的方法，其最大限度地利用存储存储器的容量，并且每固定时间间隔最多存储数据。解决方案：为了以固定的时间间隔采样波形数据，数据记录方法根据数据的动态和静态变化例如将采样时间间隔改变为相等和不等的间隔。如图1所示。在数据范围（动态变化部分）中以相等的采样间隔对数据进行采样，以获得精确的数据，并采用不同的采样间隔，如一些变化范围内的对数或根间隔（静态变化部分），避免进入数据无用。

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