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1. 发明授权

US4804563A Method and apparatus for the spray placing of concrete layers 失效
标题翻译：混凝土层喷涂方法和装置
公开(公告)号：US4804563A
公开(公告)日：1989-02-14
申请号：US14009
申请日：1987-02-12
申请人： Bernd Hillemeier , Gunter Brockmann , Richard Pohl
发明人： Bernd Hillemeier , Gunter Brockmann , Richard Pohl
IPC分类号： B05B7/14 , B05D1/02 , B05D7/24 , C04B28/02 , C04B28/04 , E04G21/02 , B05D1/12
CPC分类号： B05B7/1436 , B05D1/02 , C04B28/02 , C04B40/0039 , C04B2103/0034 , C04B2111/00146 , Y02W30/92 , Y02W30/94
摘要： A spray concrete composition which is sprayed with driving-air pressure has its setting time accelerated by incorporation in the driving air of amorphous silica dust having an inner surface (specific surface area) of at least 25 m.sup.2 /g.
摘要翻译：用驱动空气压力喷雾的喷雾混凝土组合物通过在具有至少25m 2 / g的内表面（比表面积）的无定形二氧化硅粉尘的驱动空气中并入而加快了凝固时间。

2. 发明授权

US4309610A Method of determining the location, orientation and pattern of reinforcing members in reinforced concrete 失效
标题翻译：确定钢筋混凝土中加强构件的位置，方向和模式的方法
公开(公告)号：US4309610A
公开(公告)日：1982-01-05
申请号：US146331
申请日：1980-05-02
申请人： Bernd Hillemeier
发明人： Bernd Hillemeier
IPC分类号： G01V8/10 , G01N33/38 , G01V9/00 , G01J1/00
CPC分类号： G01V9/005
摘要： A method of determining location and orientation of metallic reinforcing members in reinforced concrete whereby the members are heated inductively, e.g. by a spiral coil lying in a plane parallel to the plane of the reinforced concrete slab, and the heating of the members is detected by thermally sensitive means, such as a camera (e.g. thermovision), film or paper responsive to infrared radiation. The heat pattern represents the pattern of reinforcement.
摘要翻译：确定钢筋混凝土中金属加强件的位置和方位的方法，由此构件被感应加热，例如，通过位于平行于钢筋混凝土板的平面的平面中的螺旋线圈，并且通过热敏装置（例如，对热辐射进行反应的照相机（例如热切换）），薄膜或纸张来检测构件的加热。热图表示加强图案。

3. 发明申请

US20080145610A1 Protective Coating and Method for the Production Thereof 审中-公开
标题翻译：保护涂层及其生产方法
公开(公告)号：US20080145610A1
公开(公告)日：2008-06-19
申请号：US11661580
申请日：2005-08-25
申请人： Claus-Michael Muller , Eugen Kleen , Thomas Schmitz , Ulrich Bensing , Horst Schillert , Roland Huttl , Bernd Hillemeier
发明人： Claus-Michael Muller , Eugen Kleen , Thomas Schmitz , Ulrich Bensing , Horst Schillert , Roland Huttl , Bernd Hillemeier
IPC分类号： B32B17/06 , B32B13/04 , E04F13/14 , B29C63/02
CPC分类号： E04B1/642 , B32B17/06 , C03C17/008 , C03C27/10 , C04B28/006 , C04B2111/00482 , C04B2111/00612 , C09J1/02 , C09J5/00 , C09J2400/123 , C09J2400/143 , C23C26/00 , C23C28/00 , E04B1/92 , E04F15/18 , E04F15/182 , E04F15/187 , Y02P40/165 , Y02W30/92 , Y02W30/94 , Y10T428/24364 , Y10T428/249932 , Y10T428/259 , Y10T428/264 , C04B7/32 , C04B14/06 , C04B14/062 , C04B18/08 , C04B20/0048 , C04B24/26 , C04B2103/54 , C04B14/303 , C04B2103/0088 , C04B14/108 , C04B18/141
摘要： The invention relates to a protective coating for a mechanically stabile, in particular mineral and/or metallic base, comprising an inorganic polysilicate-cohesion adhesive layer which is uniformly distributed, essentially, on the base. A coating made of a glass film material having a thickness of less than 2 mm, preferably, less than 0.3 mm, is applied to the polysilicate cohesion adhesive layer prior to the hardening thereof, which covers the polysilicate-cohesion adhesive layer. According to the method for producing the protective coating, initially, the inorganic polysilicate-cohesion adhesive and the glass film material are prepared, then the cohesion adhesive is applied to the base which is to be coated and/or one side of the glass film material, and the glass film material is applied to the base which is to be coated prior to hardening of the polysilicate-cohesion adhesion layer, such that the glass film material covers the cohesion adhesion layer. Subsequently, the cohesion adhesion layer is hardened.
摘要翻译：本发明涉及用于机械稳定性，特别是矿物和/或金属基底的保护涂层，其包含基本均匀分布在基底上的无机聚硅酸盐 - 内聚粘合剂层。在其固化之前，将厚度小于2mm，优选小于0.3mm的玻璃膜材料制成的涂层施加到聚硅酸粘合粘合剂层上，其覆盖聚硅酸盐 - 内聚粘合剂层。根据保护涂层的制造方法，首先制备无机聚硅酸盐 - 内聚粘合剂和玻璃膜材料，然后将内聚粘合剂涂布在待涂布的基材和/或玻璃膜材料的一面在将聚硅酸盐 - 内聚粘合层硬化之前，将玻璃膜材料涂布在待涂布的基材上，使玻璃膜材料覆盖内聚粘合层。随后，使内聚粘合层硬化。

4. 发明授权

US4824022A Method of and apparatus for applying a sprayed concrete layer to a surface 失效
标题翻译：将喷涂的混凝土层施加到表面的方法和装置
公开(公告)号：US4824022A
公开(公告)日：1989-04-25
申请号：US153144
申请日：1988-02-08
申请人： Bernd Hillemeier , Gunter Brockmann , Richard Pohl
发明人： Bernd Hillemeier , Gunter Brockmann , Richard Pohl
IPC分类号： E04G21/02 , E04F21/12 , B28C5/46
CPC分类号： E04F21/12
摘要： The apparatus for applying a sprayed concrete layer to a surface comprises a concrete feed pipe for a pumpable and sprayable concrete mixture made with water, a sprayer and a compressed air feed device for compressed air under a pressure of several bar from a compressed air source. The concrete feed pipe opens into the sprayer which has a compressed air connector device. The concrete mixture is sprayable with the compressed air. The compressed air feed device comprises a register including several compressed air chambers which connect to and open into the compressed air connector device. The individual compressed air chambers are connected with the help of control valves in alternating sequence to a power silo for loading a powdery concrete additive, particularly silica powder, or for blowing through a compressed air partial flow.
摘要翻译：用于将喷射的混凝土层施加到表面的装置包括用于在压缩空气源的几巴的压力下用于压缩空气的水，喷雾器和压缩空气进料装置的可泵送和可喷雾混凝土混合物的混凝土输送管。混凝土进料管通向具有压缩空气连接器装置的喷雾器。混凝土混合物可用压缩空气喷雾。压缩空气供给装置包括一个寄存器，该寄存器包括连接到压缩空气连接器装置并通向压缩空气连接器装置的几个压缩空气室。单独的压缩空气室在控制阀的帮助下以交替的顺序连接到用于装载粉状混凝土添加剂，特别是二氧化硅粉末的动力仓，或者通过压缩空气的部分流进行吹送。

5. 发明授权

US4687374A Method of and apparatus for concrete tunnel lining 失效
标题翻译：混凝土隧道衬砌方法及设备
公开(公告)号：US4687374A
公开(公告)日：1987-08-18
申请号：US839791
申请日：1986-03-13
申请人： Siegmund Babendererde , Bernd Hillemeier , Otto Braach
发明人： Siegmund Babendererde , Bernd Hillemeier , Otto Braach
IPC分类号： E04G21/06 , E21D11/10 , H05B3/60 , E21D9/06
CPC分类号： H05B3/60 , C04B28/02 , E04G21/06 , E21D11/10 , E21D11/105 , C04B2111/00724 , C04B2111/70
摘要： An apparatus for making a tunnel lining from concrete in a single operation with a tunnel excavator comprises a tunnel lining form consisting of a plurality of tunnel lining form segments and a form front adjacent the tunnel excavator and a tunnel lining circular space between the form and the ground. In order to heat the concrete as it is pumped into the tunnel lining circular space to accelerate hardening, transmitting antennae for electromagnetic radiation are mounted in the tunnel lining form segments and/or the feed pipes for the concrete. Similarly a process for making a tunnel lining from concrete comprises pumping concrete into the tunnel lining circular space and accelerating the hardening of the concrete by heating it with electromagnetic radiation. The tunnel form is rapidly repositioned after the concrete being hardened reaches a sufficient strength.
摘要翻译：一种隧道式挖掘机在一次操作中从混凝土制造隧道衬砌的装置包括：隧道衬砌形式，包括多个隧道衬砌形式段和毗邻隧道挖掘机的形式前部，以及隧道衬砌形式与地面。为了加热混凝土，因为它被泵送到隧道衬里圆形空间中以加速硬化，用于电磁辐射的发射天线安装在隧道衬里形式段和/或混凝土的进料管中。类似地，用于从混凝土制造隧道衬砌的方法包括将混凝土泵送到隧道衬砌的圆形空间中，并通过用电磁辐射加热来加速混凝土的硬化。隧道形式在混凝土硬化达到足够的强度后迅速重新定位。

6. 发明授权

US5104594A Drying the surface of a fresh concrete body 失效
标题翻译：干燥新鲜混凝土的表面
公开(公告)号：US5104594A
公开(公告)日：1992-04-14
申请号：US467610
申请日：1990-01-19
申请人： Bernd Hillemeier , Claus Flohrer , Andreas Schaab
发明人： Bernd Hillemeier , Claus Flohrer , Andreas Schaab
IPC分类号： E04B1/70
CPC分类号： E04B1/70 , Y10S264/43 , Y10S264/46 , Y10S34/01
摘要： A surface of a fresh concrete body is dried by first covering the surface to be dried with a layer of bibulous granules having a great internal surface area for a time sufficient to draw generally all of the water out of the body via the surface and then preventing water from entering the layer from its side turned away from the body. The granules are finely divided hygroscopic particles, with an internal surface area of at least 200 m.sup.2 /g, preferably at least 800 m.sup.2 /g. The hydrophilic particles take up the moisture from the concrete and hold it in the layer of particles lying on the surface. This reduces the partial vapor pressure on the surface of the concrete body which effectively draws further liquid out of the concrete. The particles are a mixture of a cross-linked polymer that only swells in water and silica. The particles are carried in a coherent mat and are applied as a layer to the surface by laying the mat thereon. This mat has a moisture-pervious face and a moisture-impervious face so that water is prevented from entering the layer from the side turned away from the body by orienting the moisture-impervious face away from the body. The moisture-impervious face is formed by a synthetic-resin sheet.
摘要翻译：将新鲜混凝土体的表面首先用具有大的内表面积的吸水颗粒层覆盖待干燥表面，时间足以将所有的水通过表面全部吸出体外，然后防止水从其侧面进入层离开身体。颗粒是细分散的吸湿颗粒，其内表面积至少为200m 2 / g，优选至少为800m 2 / g。亲水性颗粒从混凝土中吸收水分并将其保持在位于表面上的颗粒层中。这降低了混凝土体表面的部分蒸汽压力，这有效地将更多的液体从混凝土中吸出。颗粒是仅在水和二氧化硅中溶胀的交联聚合物的混合物。颗粒被携带在粘结垫中，并通过将垫铺在其上而作为层施加到表面。这种垫子具有透湿的面和不透湿的面，以便通过使不透湿的面远离身体来防止水从离开身体的一侧进入层中。防潮面由合成树脂片形成。

7. 发明授权

US4789267A Method of and apparatus for concrete tunnel lining 失效
标题翻译：混凝土隧道衬砌方法及设备
公开(公告)号：US4789267A
公开(公告)日：1988-12-06
申请号：US17189
申请日：1987-02-19
申请人： Siegmund Babendererde , Bernd Hillemeier , Otto Braach
发明人： Siegmund Babendererde , Bernd Hillemeier , Otto Braach
IPC分类号： E04G21/06 , E21D11/10 , H05B3/60 , E21D9/06
CPC分类号： H05B3/60 , E04G21/06 , E21D11/10 , E21D11/105
摘要： An apparatus for making a tunnel lining from concrete in a single operation with a tunnel excavator comprises a tunnel lining form consisting of a plurality of tunnel lining form segments and a form front adjacent the tunnel excavator and a tunnel lining circular space between the form and the ground. The concrete is selected so that it remains workable for more than two hours at a temperature of about 20.degree. C. but sets to a nonworkable state after 10 to 30 minutes upon heating to a temperature in the range of substantially 40.degree. C. to substantially 70.degree. C. The concrete is heated in a pipe section proximal to the compartment into which it is introduced by direct introduction of electrical energy into the pipe section.
摘要翻译：一种隧道式挖掘机在一次操作中从混凝土制造隧道衬砌的装置包括：隧道衬砌形式，包括多个隧道衬砌形式段和毗邻隧道挖掘机的形式前部，以及隧道衬砌形式与地面。选择混凝土，使得其在约20℃的温度下仍然可工作两个多小时，但在加热至基本上为40℃至基本上为40℃的温度下10至30分钟后将其设定为不可操作的状态 70℃。通过将电能直接引入管段，将混凝土在靠近其引入的隔室的管段中加热。

8. 发明授权

US4670315A Process for providing a synthetic resin coating on a concrete structure 失效
标题翻译：在混凝土结构上提供合成树脂涂层的方法
公开(公告)号：US4670315A
公开(公告)日：1987-06-02
申请号：US808892
申请日：1985-12-13
申请人： Bernd Hillemeier , Rolf Wichern
发明人： Bernd Hillemeier , Rolf Wichern
IPC分类号： B32B13/12 , B05D7/00 , B28B19/00 , B29C37/00 , B32B7/04 , E02D31/06 , E03F3/06 , F16L58/10 , F16L9/14 , B05D1/36 , B05D7/22
CPC分类号： F16L58/1045 , B29C37/0082 , E02D31/06 , E03F3/06 , E03F2003/065 , Y10S138/02 , Y10S138/06 , Y10T428/1314 , Y10T428/1321
摘要： A process for providing a corrosion resistant synthetic plastic resin coating on a surface of a concrete structure comprises cleaning the surface of the concrete structure, forming a fiber containing sprayed concrete layer having a plurality of fiber components therein, for example glass fibers or plastic fibers, on the surface of the concrete, and subsequently applying a synthetic plastic resin thereto, whereby the fiber components projecting from the fiber containing sprayed concrete layer act to anchor the synthetic plastic resin to form the corrosion resistant coating. The corrosion resistant synthetic plastic resin coating preferably contains a polyester resin, and a polymer-cement-concrete base layer may be used to help bond the fiber containing sprayed concrete layer to the cleaned concrete surface.
摘要翻译：在混凝土结构的表面上提供耐腐蚀的合成树脂涂层的方法包括清洁混凝土结构的表面，形成其中具有多个纤维组分的喷涂混凝土层的纤维，例如玻璃纤维或塑料纤维，在混凝土表面上，随后在其上施加合成塑料树脂，由此从含有喷涂混凝土层的纤维突出的纤维组分用于锚固合成塑料树脂以形成耐腐蚀涂层。耐腐蚀的合成树脂涂料优选含有聚酯树脂，并且可以使用聚合物 - 水泥 - 混凝土基层来帮助将含有喷涂混凝土层的纤维粘合到清洁的混凝土表面。

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