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1. 发明授权

US4693635A Method of producing hollow structures and hollow structures 失效
标题翻译：生产中空结构和中空结构的方法
公开(公告)号：US4693635A
公开(公告)日：1987-09-15
申请号：US522169
申请日：1983-07-15
申请人： Marcel Matiere
发明人： Marcel Matiere
IPC分类号： E04H7/26 , E04H20060101 , E04H7/28 , E04H7/30 , E04H9/10 , E04H9/12 , E21D20060101 , E21D11/08 , E21D11/15 , F16L20060101 , F16L9/22 , E03F3/00 , E21D11/00
CPC分类号： E04H7/30 , E04H7/28 , E04H9/12 , E21D11/083 , E21D11/15 , F16L9/22
摘要： A method for producing cylindrical hollow bodies bearing on the ground along one generatrice, of large cross sectional area, by assembling on site previously prepared longitudinal components.The method consists in determining by calculation the optimum cross-sectional profile of said hollow body as a function of known parameters concerning the site, conditions of use of said hollow body and its inherent characteristics; divising said optimum cross-sectional profile into adjacent sections each corresponding to a longitudinal component of the hollow body and together providing a substantially continuous interior surface; and giving the transverse wall section of at least some of said components a variable thickness for adapting the latter component to the stresses to be exerted thereon.
摘要翻译： PCT No.PCT / FR82 / 00177 Sec。 371日期1983年7月15日 102（e）日期1983年7月15日PCT提交1982年10月29日PCT公布。出版物WO83 / 01823 日期：1983年5月26日。一种用于生产圆形中空体的方法，该方法通过在现场预先制备的纵向部件上组装而沿着具有大截面积的一个主体在地面上承载。该方法包括通过计算确定所述中空体的最佳横截面轮廓作为关于所述中空体的部位，使用条件及其固有特性的已知参数的函数; 将所述最佳横截面轮廓划分成相应的部分，每个对应于所述中空体的纵向部分并且一起提供基本上连续的内表面; 并且给予所述部件中的至少一些部件的横壁部分具有可变的厚度，以使后者部件适应于施加在其上的应力。

2. 发明申请

US20050257448A1 Support device for a rib 失效
标题翻译：支撑装置为肋骨
公开(公告)号：US20050257448A1
公开(公告)日：2005-11-24
申请号：US10663438
申请日：2003-09-16
申请人： Derrek Batty
发明人： Derrek Batty
IPC分类号： E04G21/04 , E21D20060101 , E21D15/06
CPC分类号： E21D15/06
摘要： A support device (8) for a rib (14) between a floor (18) and a roof (16). The device includes an expansion means (10) and a pair of resilient members (12a, 12b). Each of the resilient members (12a, 12b) have a proximal end (27a, 27b) adapted for connection to the expansion mean (10) and a distal end (28a, 28b) curved away from the expansion means (10) and adapted for engagement with the floor (18) and roof (16) respectively. When the device (8) is positioned towards or against the rib (16) and the expansion means (10) is activated to drive the members (12a, 12b) apart, the member's distal ends (28a, 28b) are driven substantially vertically into engagement with the floor (18) and the roof (16) and a portion of the device (8) is driven substantially laterally (32) into abutment against the rib (14).
摘要翻译：一种用于在地板（18）和屋顶（16）之间的肋（14）的支撑装置（8）。该装置包括一个膨胀装置（10）和一对弹性件（12a，12b）。每个弹性构件（12a，12b）具有适于连接到膨胀平面（10）的近端（27a，27b）和远离膨胀装置（108）的远端（28a，28b）（10）并且适于分别与地板（18）和屋顶（16）接合。当装置（8）朝向或抵靠肋（16）定位并且膨胀装置（10）被启动以驱动构件（12a，12b）分开时，构件的远端（28a，28b）是基本垂直地驱动与地板（18）和屋顶（16）接合，并且装置（8）的一部分基本上被横向驱动（32）抵靠肋（14）。

3. 发明授权

US4696606A Method of stabilizing a rock structure 失效
标题翻译：稳定岩石结构的方法
公开(公告)号：US4696606A
公开(公告)日：1987-09-29
申请号：US874627
申请日：1986-06-16
申请人： Lorne R. Herron
发明人： Lorne R. Herron
IPC分类号： E21D20/00 , E02D3/08 , E02D17/20 , E21D20060101 , E21D21/00
CPC分类号： E21D21/004 , Y10S411/01 , Y10T29/49805
摘要： A rock bolt in the form of a steel tube (11) is placed in a borehole in rock and is then expanded against the rock by means of an expandable body (15) inside it. The expandable body (15) comprises a rubber hose which is temporarily pressurized to a pressure that is usually 50-100 MPa so that the bolt anchors in the borehole. The expandable body (15) is part of a mounting tool and it is withdrawn immediately when depressurized.
摘要翻译：将钢管（11）形式的岩石螺栓放置在岩石的钻孔中，然后通过其内部的可膨胀体（15）将其膨胀抵靠岩石。可膨胀体（15）包括橡胶软管，其被暂时加压至通常为50-100MPa的压力，使得螺栓锚定在钻孔中。可膨胀体（15）是安装工具的一部分，并在减压时立即撤出。

4. 发明授权

US4528792A Anchoring cartridges 失效
标题翻译：固定墨盒
公开(公告)号：US4528792A
公开(公告)日：1985-07-16
申请号：US265981
申请日：1980-01-30
申请人： Robert C. Cross , Ernest Cranko , Michael J. Dransfield
发明人： Robert C. Cross , Ernest Cranko , Michael J. Dransfield
IPC分类号： C04B40/06 , E04B1/41 , E04C5/12 , E21D20060101 , E21D20/02 , E21D21/00 , F16B20060101 , F16B13/00 , F16B13/14
CPC分类号： C04B40/0666 , E21D20/02 , E21D20/023 , E21D20/026 , E21D21/0033 , F16B13/146 , F16B13/143
摘要： An anchoring cartridge for use in anchoring an anchor element in a hole in a substrate by means of a self-setting composition comprising interactive solid and liquid components. The cartridge comprises a container (1) housing the solid component (4) of the composition, the container being formed of a material such as metal or plastics, which does not absorb the liquid component of the composition. The container has a plurality of holes (2), preferably each between 0.1 mm2 and 500 mm2 in area, whereby when the cartridge is immersed in the liquid component, the liquid passes through the holes (2) into the container (1) and reacts with the solid component (4) to form the self-setting composition. When the cartridge is immersed in the liquid component, loss of self-setting composition through the holes (2) is prevented by, for example, including a thixotropic agent in the composition or by compaction of the solid component (4). The invention includes a method of anchoring an anchor element in a hole in a substrate using the cartridge.
摘要翻译： PCT No.PCT / GB79 / 00080 Sec。 371日期1980年1月30日 102（e）日期1980年1月30日PCT申请日1979年5月24日PCT公布。公开号WO79 / 01144 日期为1979年12月27日。一种用于通过包括相互作用的固体和液体组分的自设组合物将锚定元件锚固在基底中的孔中的锚定盒。该盒包括容纳组合物的固体组分（4）的容器（1），该容器由诸如金属或塑料的材料形成，其不吸收组合物的液体组分。容器具有多个孔（2），优选地各自在0.1mm 2和500mm 2之间的面积上，由此当筒被浸入液体组分中时，液体通过孔（2）进入容器（1）并且反应与固体组分（4）形成自设组合物。当墨盒浸没在液体组分中时，通过例如在组合物中包含触变剂或通过固体组分（4）的压实来防止通过孔（2）的自凝固成分的损失。本发明包括使用该盒将锚定元件锚固在基板上的孔中的方法。

5. 发明授权

US4196933A Safety wall cutting through method employed in long wall mining 失效
标题翻译：长壁采矿安全墙切割方法
公开(公告)号：US4196933A
公开(公告)日：1980-04-08
申请号：US917810
申请日：1978-06-22
申请人： Shigeo Nakagima , Ken Takahashi , Hajime Endo
发明人： Shigeo Nakagima , Ken Takahashi , Hajime Endo
IPC分类号： E21B41/00 , E21C27/00 , E21C41/18 , E21D20060101 , E21C41/02
CPC分类号： E21C41/18
摘要： A safety wall treating method employed in the coal mining operation at the long wall face of a coal mine comprises shearing the long wall face leaving safety wall(s) at one or both side(s) of the face but shearing through the safety wall(s) at regular intervals to form intake or exhaust openings communicating with intake or exhaust tunnels.
摘要翻译：在煤矿长壁面采煤作业中使用的安全壁处理方法包括剪切长壁面，在墙面的一侧或两侧剪切安全壁，但通过安全墙（ s），以形成与进气或排气隧道相通的进气或排气口。

6. 发明授权

US4842063A Anchoring method and capsule therefor 失效
标题翻译：锚固方法及胶囊
公开(公告)号：US4842063A
公开(公告)日：1989-06-27
申请号：US135770
申请日：1987-12-21
申请人： John A. Coetzee , Ernest E. Cranko , Roger K. Moore
发明人： John A. Coetzee , Ernest E. Cranko , Roger K. Moore
IPC分类号： E04C5/12 , E04G21/12 , E21D20060101 , E21D20/00 , E21D20/02 , E21D21/00 , E21D23/00
CPC分类号： E21D21/008 , E21D20/02 , E21D21/0026
摘要： Loose particulate material A, preferably housed in a capsule C, is urged towards the blind end of a borehole H. An anchor element 1 having an end plate 3 or a head and a disc spaced from the head is driven into the hole with rotation to compact the particulate material to form a load bearing annulus. The material is selected to be of a defined aggregate crushing value.

7. 发明授权

US4474506A Method for constructing in rock storage locations for liquid products, for example oil products 失效
标题翻译：用于在液体产品例如石油产品的岩石储存地点建造的方法
公开(公告)号：US4474506A
公开(公告)日：1984-10-02
申请号：US491323
申请日：1983-04-07
申请人： Ivar K. Sagefors
发明人： Ivar K. Sagefors
IPC分类号： B65G5/00 , E21C41/16 , E21D20060101 , E21D13/00 , E21D13/02 , E21F17/16
CPC分类号： E21F17/16 , B65G5/00 , E21D13/00
摘要： Method for constructing a liquid-product storage location in rock formations, said location comprising a first cavity, and a plurality of second cavities located outside the first cavity. In accordance with this method there is first formed a tunnel (7) which slopes from the surface of the ground down to a given point in the rock formation. There is then blasted from said given point a second sloping tunnel (22) which meanders in the ultimate storage location in a plurality of turns down to the level of the bottom (11) of the ultimate first cavity. Horizontal primary tunnels (T1-T6) are then blasted from the meandering tunnel at a plurality of levels. From the primary tunnels there is then blasted at all the aforementioned levels a plurality of horizontal, secondary tunnels which extend towards the site of the ultimate first cavity (1) and define a number of rock stopes (P1-P6), whereafter the first cavity is formed by blasting, in a manner to extend along or to the level of the lowermost parts of the ultimate second cavities (2). Subsequent hereto, there is optionally blasted one or more sloping tunnels, which are directed towards the center of the lowermost part of the first cavity. Subsequent hereto the second cavities are formed by blasting away those rock stopes (P1-P4) located between superimposed secondary tunnels, beginning with the lowermost stope and continuing upwardly in sequence with remaining stopes, the shot rock-mass (16) falling downwardly, optionally through the slide tunnels, being transported to ground level.
摘要翻译： PCT No.PCT / SE82 / 00247 Sec。 371日期：1983年4月7日 102（e）日期1983年4月7日PCT申请日1982年7月19日PCT公布。公开号WO83 / 00526 日期：1983年2月17日。用于在岩层中构造液体产品储存位置的方法，所述位置包括第一腔和位于第一腔外部的多个第二腔。根据这种方法，首先形成一个隧道（7），其从地面的表面向下倾斜到岩层中的给定点。然后从所述给定点喷出第二倾斜隧道（22），所述第二倾斜隧道以最终第一空腔的底部（11）的多个匝数在最终存储位置中蜿蜒。然后，水平主隧道（T1-T6）以蜿蜒的隧道以多个等级进行喷砂处理。然后从主要隧道，在所有上述水平面上喷射多个水平的次级隧道，其向最终的第一空腔（1）的位置延伸并且限定许多岩石挡块（P1-P6），此后第一腔通过以最终第二空腔（2）的最下部分的水平方向延伸的方式通过喷砂形成。随后，可选地喷出一个或多个倾斜的隧道，其被引导到第一腔的最下部分的中心。随后通过喷射位于重叠的次级隧道之间的那些岩石挡块（P1-P4），从最下面的停止点开始并依次向上依次向上延伸，形成第二个空腔，剩下的停止点，喷射岩体（16）向下落下，任选地通过滑道，被运送到地面。

8. 发明授权

US5785462A Anchoring cartridge for hardening multi-component composition 失效
标题翻译：用于固化多组分组成的锚定筒
公开(公告)号：US5785462A
公开(公告)日：1998-07-28
申请号：US645480
申请日：1996-05-13
申请人： Bernd Hein , Willi Haug
发明人： Bernd Hein , Willi Haug
IPC分类号： F16B13/04 , C04B20060101 , C04B14/06 , C04B14/22 , C04B24/28 , C04B26/02 , C04B28/02 , C04B40/06 , C08J20060101 , C08J3/24 , C08K20060101 , C08K3/36 , C08K5/01 , C08K7/18 , C08K7/20 , C09J5/00 , E21D20060101 , E21D20/02 , F16B20060101 , F16B13/00 , F16B13/14
CPC分类号： C04B40/0666 , C04B26/02 , C08K3/36 , C08K7/20 , E21D20/026 , F16B13/145 , C04B2111/00715
摘要： An anchoring cartridge for a hardening multi-component composition on the basis of a resin hardening by the reaction of radicals has an inner cartridge element containing the resin component and fillers and an outer cartridge element containing the hardener component. To allow the anchoring rod to be put in position by hand by driving the anchoring rod in fully, without spurting out or running out occurring during the operation of putting the rod in position, and to enable fillers to be used in both components to increase the strength, the inside width of the annular space between the inner and outer cartridge elements corresponds at least to the wall thickness of a cartridge element. Further, the resin contains a thixotropic agent which increases the viscosity of the resin to such an extent that the filler parts are suspended in the resin. The hardener component, which is present with liquid and optionally fillers and a thixotropic agent as a pasty mixture, completely fills the annular space between the inner and outer cartridge elements.
摘要翻译：基于通过自由基反应的树脂硬化的硬化多组分组合物的固定筒具有含有树脂组分和填料的内筒元件和含有硬化剂组分的外筒元件。为了通过完全驱动锚杆使锚杆处于适当的位置，在将杆放在适当位置的操作过程中不发生或不发生，并且能够在两个部件中使用填料来增加内部和外部盒式元件之间的环形空间的内部宽度至少相当于盒式元件的壁厚。此外，树脂含有触变剂，其将树脂的粘度提高到使填料部分悬浮在树脂中的程度。存在液体和任选的填料的固化剂组分和作为糊状混合物的触变剂完全填充内部和外部盒元件之间的环形空间。

9. 发明授权

US5051039A Hydraulic steel mine prop 失效
标题翻译：液压钢矿井
公开(公告)号：US5051039A
公开(公告)日：1991-09-24
申请号：US490653
申请日：1990-03-02
申请人： Martha-Catharina Heiliger
发明人： Martha-Catharina Heiliger
IPC分类号： E21D20060101 , E21D15/44
CPC分类号： E21D15/44
摘要： Hydraulic steel mine prop having a bottom ram including an outer cylindrical tube (1) having a cylinder bottom (14) and an end collar (16), as well as a top ram guided coaxially slideably in the bottom ram by the end collar (16) and a guide ring (12). The top ram is a cylindrical tube (2) comprising a piston (9) sealed and guided relative to the inner wall of the outer cylindrical tube (1). A prop head (4), a setting and withdrawal valve (21), an inner extension stroke limiter, and a return spring (6) are also provided. Each of the outer and the inner cylindrical tubes is received at its facing ends by corresponding projections or facing end grooves of the end collar or piston at one end and at the prop head or cylinder bottom at the other end. Seals are provided at least at the piston, the prop head, and the cylinder bottom. An element is provided between the prop head and the piston for taking up tension forces between these two structural parts. A further tension element (7) arranged coaxially to the cylindrical tubes, is attached to the cylinder bottom. The element (7) extends as a holding rod through the piston and has a holding element (8) at its free end. A compression spring (6) is arranged coaxially to the tension element to act as a return spring.
摘要翻译： PCT No.PCT / DE89 / 00436 Sec。 371日期1990年3月2日 102（e）1990年3月2日PCT PCT 1989年7月1日PCT公布。出版物WO90 / 00217 日期1990年1月11日。具有底部柱塞的液压钢矿井支柱，其包括具有气缸底部（14）和端部套环（16）的外部圆柱形管（1），以及在底部同轴可滑动地引导的顶部柱塞（16）和导向环（12）的冲头。顶部柱塞是一个圆柱形管（2），其包括相对于外圆柱形管（1）的内壁密封和引导的活塞（9）。还设置有支柱头（4），设置和取出阀（21），内延伸行程限制器和复位弹簧（6）。外圆柱形管和内圆柱形管中的每一个在其相对端处被接收在端部套环或活塞的一端的相应突起或相对的端部凹槽处，并且在另一端处的支柱头部或气缸底部处。密封件至少设置在活塞，支柱头和气缸底部。一个元件设置在支柱头和活塞之间，用于吸收这两个结构件之间的张力。与圆柱形管同轴设置的另外的张力元件（7）附接到气缸底部。元件（7）作为保持杆延伸穿过活塞并且在其自由端具有保持元件（8）。压缩弹簧（6）与张紧元件同轴设置以用作复位弹簧。

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