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公开(公告)号：EP0832161A1
公开(公告)日：1998-04-01
申请号：EP96917591.0
申请日：1996-06-10
CPC分类号： C08J3/226 , C08J2395/00 , C08J2495/00 , C08L95/00 , C08L95/005 , E01C19/1068 , C08L2666/74
摘要： The present invention provides a method of producing a storable bituminous coated material suitable for use as foothpath and/or carriageway material in a wearing course, basecourse and/or roadbase. The method comprises providing coarse and fine aggregate particles and mixing at least one of the coarse and fine aggregate particles with hot bitumen or bitumen emulsion in which the bitumen is a hard grade bitumen, and mixing the coated coarse and fine aggregate particles, in the absence of soft grade bitumen, with a slow breaking bitumen emulsion in which the bitumen is a hard grade bitumen.
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公开(公告)号：EP0822889A1
公开(公告)日：1998-02-11
申请号：EP96904178.0
申请日：1996-02-27
发明人： OGDEN, Peter, Wallis
IPC分类号： B28B7
摘要： An apparatus (10) for moulding a staircase comprising a plurality of modules (11-13), each module comprising tread (14) and riser (15) mould parts secured together at, and extending one to each side from, a connection point (18) with a fixed angle of between 0° and 15° between the tread (14) and riser (15), the length of each tread and riser from the connection point (18) being adjustable, and each module (11-13), comprising an individual liner (45) which extends over the tread (14) and riser (15) to cover the tread (14) and riser (15) and there being means (46) located in a space between the tread (14) and riser (15) to maintain the liner (45) taut, the apparatus (10) further comprising a support structure (35) on which the modules (11-13) are mounted generally in a line, there being means to enable the modules (11-13) to be moved along the support structure (35) and to vary the spacing between the modules (11-13) of the mould (10).
摘要翻译： 一种用于模制包括多个模块（11-13）的楼梯的设备（10），每个模块包括胎面（14）和立管（15）模具部件，所述胎面（14）和立管（15）模制部件固定在一起并且从连接点 18），在胎面（14）和立管（15）之间具有0°和15°之间的固定角度，每个胎面和立管距离连接点（18）的长度是可调节的，并且每个模块（11-13） ，包括在胎面（14）和立管（15）上延伸以覆盖胎面（14）和立管（15）的单独的衬里（45），并且存在位于胎面（14）和胎面之间的空间中的装置（46） 和升降器（15）以将所述衬里（45）保持拉紧，所述设备（10）还包括支撑结构（35），所述模块（11-13）通常安装在所述支撑结构（35）上，所述模块 （11-13）沿着支撑结构（35）移动并且改变模具（10）的模块（11-13）之间的间距。
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公开(公告)号：EP1033215A3
公开(公告)日：2001-06-13
申请号：EP00103731.6
申请日：2000-02-22
摘要： An apparatus for moulding a staircase includes a plurality of tread and riser mould part assemblies (14) arranged along the apparatus (10), each tread mould part (24) of each assembly (14) extending downwardly from a connection (26) with the riser mould part (25) of the assembly (14), which riser mould part (25) also extends downwardly at an opposite side of the connection (26), the lengths of each of the tread and riser mould parts (24, 25) from their respective connections (26) being adjustable, and the apparatus (10) further including a support structure (16, 17) characterised in that the tread mould part (24) of a first assembly (14) and the riser mould part (25) of an adjacent second assembly (14) are connected to a first bogie means (40) which is movable along the support structure (16, 17) of the apparatus (10), and the riser mould part (25) of the first assembly (14) and the tread mould part (24) of a third adjacent assembly (14) are connected to a second bogie means (41) which is movable along the support structure (16, 17) of the apparatus (10), the lengths of the tread and riser mould parts (24, 25) of the first assembly (14) and of the riser mould part (25) of the second assembly and of the tread mould part (24) of the third assembly (14) being adjustable as the first and second bogie means (40, 41) are moved towards or away from one another.
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公开(公告)号：EP0943052A1
公开(公告)日：1999-09-22
申请号：EP98946567.0
申请日：1998-10-07
IPC分类号： E21D11
CPC分类号： E21D11/08 , E21D11/083
摘要： A method of manufacturing a tunnel (10) or shaft lining or pipeline of segments (12), wherein each segment (12) comprises a concrete body (11) having an extrados (13) surface, an intrados (14) surface and first and second ends (15, 16) and first and second sides (17, 18), the ends (15, 16) and sides (17, 18) providing edge portions, the segments (12) being adapted to be connected to further similar segments (12) with edge portions adjacent edge portions of adjacent segments (12), the method being characterised in that the method includes enveloping the ends (15, 16) or sides (17, 18) of at least a pair of segments (12) in a reinforcing material as the concrete is cast, and once the concrete has cured, connecting the segments (12) together with one of each of their enveloped ends (15, 16) or sides (17, 18) adjacent, and sealing between the enveloped ends or sides.
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5.发明公开
公开(公告)号：EP1192028A1
公开(公告)日：2002-04-03
申请号：EP00940636.4
申请日：2000-06-28
CPC分类号： B28B23/005 , B28B7/0064 , B28B7/02 , B28B23/0043
摘要： A moulding apparatus (10) for moulding articles (50) in a settable material, the moulding apparatus (10) including primary part (11) having a base (14) and one or more mould edges. The apparatus (10) is characterised in that it includes at least one insert (20, 21) which is arranged to extend along a mould edge to provide with the primary part (11) a moulding recess (12) into which moulding material is introduced, the insert (20, 21) having a surface (28) which faces inwardly of the moulding recess (19) which is configured so that an edge of the article (50) moulded in the moulding apparatus (10) is provided with a desired formation (25, 26), the insert (20, 21) being removable from the primary part (11) with the moulded article (50).
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公开(公告)号：EP1068271A1
公开(公告)日：2001-01-17
申请号：EP99911929.0
申请日：1999-03-23
IPC分类号： C08L95/00
CPC分类号： E01C19/1068 , C08L95/00 , C08L2666/74
摘要： A mastic product comprising bitumen, filler and aggregate is prepared by introducing into a mixer aggregate in an unheated and undried condition and with a water content controlled to be at least about 3 % by weight by reference to the total mastic composition, adding all the required bitumen at elevated temperature while the mixer is in operation, subsequently adding the required filler in an unheated condition and continuing mixing operation whilst allowing the mixture to cool, to produce a granular product. The moisture content is controlled so as to provide sufficient 'lubrication' for which a minimum input of about 3 % is appropriate, and the maximum water input should preferably not exceed about 7 % because of potential problems at the point of use. Water may be added to, or drained from, the aggregate before or after it is introduced into the mixer in order to maintain a designed mean water content in the final product of about 3.5 % and typically a maximum of 4 %.
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公开(公告)号：EP0822889B1
公开(公告)日：2000-01-26
申请号：EP96904178.9
申请日：1996-02-27
发明人： OGDEN, Peter, Wallis
摘要： An apparatus (10) for moulding a staircase comprising a plurality of modules (11-13), each module comprising tread (14) and riser (15) mould parts secured together at, and extending one to each side from, a connection point (18) with a fixed angle of between 0 DEG and 15 DEG between the tread (14) and riser (15), the length of each tread and riser from the connection point (18) being adjustable, and each module (11-13), comprising an individual liner (45) which extends over the tread (14) and riser (15) to cover the tread (14) and riser (15) and there being means (46) located in a space between the tread (14) and riser (15) to maintain the liner (45) taut, the apparatus (10) further comprising a support structure (35) on which the modules (11-13) are mounted generally in a line, there being means to enable the modules (11-13) to be moved along the support structure (35) and to vary the spacing between the modules (11-13) of the mould (10).
摘要翻译： 一种用于模制包括多个模块（11-13）的楼梯的设备（10），每个模块包括胎面（14）和立管（15）模具部件，所述胎面（14）和立管（15）模制部件固定在一起并且从连接点 18），在胎面（14）和立管（15）之间具有0°和15°之间的固定角度，每个胎面和立管距离连接点（18）的长度是可调节的，并且每个模块（11-13） ，包括在胎面（14）和立管（15）上延伸以覆盖胎面（14）和立管（15）的单独的衬里（45），并且存在位于胎面（14）和胎面之间的空间中的装置（46） 和升降器（15）以将所述衬里（45）保持拉紧，所述设备（10）还包括支撑结构（35），所述模块（11-13）通常安装在所述支撑结构（35）上，所述模块 （11-13）沿着支撑结构（35）移动并且改变模具（10）的模块（11-13）之间的间距。
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8.发明公开Method of checking the slump of a ready-mix concrete load 审中-公开Verfahren zur Kontrolle des Setzmasses einer Fertigbetonladung
公开(公告)号：EP0901017A2
公开(公告)日：1999-03-10
申请号：EP98116260.5
申请日：1998-08-28
CPC分类号： G01N33/383 , B28C7/026 , B60P3/16 , G01N11/00 , G01N2011/0046
摘要： A method is described of checking the slump value of a ready-mix concrete load at the point of delivery in a delivery vehicle (10) of the kind having a rotatable drum (11) in which the concrete load is contained. The method comprises determining a measure of the work required to rotate the drum (11) to produce first data, transmitting information to a base (16), the information dependant upon the first data, determining the slump value of the concrete load from the first data either at the point of delivery or from the transmitted information at the base (16) and storing the information or the slump value at the base (16) whereby an independent record of the slump value of the concrete load at the point of delivery is made at the base (16).
摘要翻译： 描述了一种在具有其中容纳有混凝土载荷的可旋转滚筒（11）的输送车辆（10）中检查在输送点处的预拌混凝土载荷的坍落度值的方法。 该方法包括确定旋转滚筒（11）以产生第一数据所需的工作的度量，将信息传送到基座（16），该信息取决于第一数据，确定来自第一数据的混凝土载荷的坍落度值 数据在交货点或从基地（16）发送的信息中，并将信息或坍落度值存储在基座（16）处，由此在交货点处的混凝土载荷的坍落度值的独立记录是 在基地（16）制造。
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公开(公告)号：EP1121489A1
公开(公告)日：2001-08-08
申请号：EP99949204.4
申请日：1999-10-12
发明人： COPE, David
摘要： A track (10) for railway type vehicles includes a foundation (11), a track pavement (12) on the foundation (11), and a pair of rails supported by the track pavement (12), characterised in that the track pavement (12) includes a plurality of pre-formed sections (13) laid end to end and connected together.
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公开(公告)号：EP0901017A3
公开(公告)日：2000-11-08
申请号：EP98116260.5
申请日：1998-08-28
CPC分类号： G01N33/383 , B28C7/026 , B60P3/16 , G01N11/00 , G01N2011/0046
摘要： A method is described of checking the slump value of a ready-mix concrete load at the point of delivery in a delivery vehicle (10) of the kind having a rotatable drum (11) in which the concrete load is contained. The method comprises determining a measure of the work required to rotate the drum (11) to produce first data, transmitting information to a base (16), the information dependant upon the first data, determining the slump value of the concrete load from the first data either at the point of delivery or from the transmitted information at the base (16) and storing the information or the slump value at the base (16) whereby an independent record of the slump value of the concrete load at the point of delivery is made at the base (16).
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