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1. 发明授权

US09080300B2 Polymer grouting method for constructing ultra-thin anti-seepage wall 有权
标题翻译：建立超薄防渗墙的聚合物灌浆方法
公开(公告)号：US09080300B2
公开(公告)日：2015-07-14
申请号：US13866025
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Wenting Liu , Yanhui Zhong , Xiaoliang Wang
IPC分类号： E02D3/00 , E02D19/18 , E02D15/04 , E02D19/12 , E02D19/16
CPC分类号： E02D3/00 , E02D15/04 , E02D19/12 , E02D19/16 , E02D19/18
摘要： A polymer grouting method for constructing an ultra-thin anti-seepage wall meeting requirements of anti-seepage designs of dams, includes the following steps of: forming continuous slots on a body of the dam and the foundation which need seepage-proofing and reinforcing; and injecting two-component expansive polymer grouting materials to the slots through grouting pipes, a volume rapidly expands after the polymer grouting materials reacts and the slots are filled to form a polymer ultra-thin body, the polymer ultra-thin bodies which are adjacent are cemented together to form a continuous, uniform, and regular cementing ultra-thin polymer anti-seepage wall; this invention is different from the conventional anti-seepage wall technology whatever through the material, the mechanism or the construction methods, which has the advantages such as speediness, ultra-thinness, minimally invasive, lightness, high toughness, economy, and durability, applied in reinforcement projects of a number of the dams and dikes.
摘要翻译：一种满足坝体防渗设计要求的超薄防渗墙的聚合物灌浆方法，包括以下步骤：在坝体和基础上形成连续槽，需要防渗和加固; 并通过灌浆管将双组分膨胀聚合物灌浆材料注入槽中，在聚合物灌浆材料反应后，容积迅速膨胀，填充槽形成聚合物超薄体，邻近的聚合物超薄体为粘结在一起形成连续，均匀，规则的固井超薄聚合物防渗墙; 本发明不同于传统的防渗墙技术，无论通过材料，机理或施工方法，具有快速，超薄，微创，轻便，高韧性，经济性和耐用性等优点，应用于在一些水坝和堤坝的加固项目中。

2. 发明授权

US08974152B2 Polymer grouting method for constructing vertical supporting system 有权
标题翻译：建立垂直支撑系统的聚合物灌浆方法
公开(公告)号：US08974152B2
公开(公告)日：2015-03-10
申请号：US13866026
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation Ltd.
发明人： Fuming Wang , Mingsheng Shi , Bei Zhang , Chengchao Guo , Yanhui Pan
IPC分类号： E02D3/12 , E02D17/04 , E02D17/13
CPC分类号： E02D17/04 , E02D17/13
摘要： A polymer grouting method for constructing a vertical supporting system, includes following steps of: (1) structuring an integrated polymer water-blocking panel; (2) constructing a polymer coping of a polymer vertical supporting system; (3) constructing polymer anchors on the integrated polymer water-blocking panel; (4) processing constructing connection of the polymer anchors; and (5) excavating vertically by layer in turn, wherein step (3) and step (4) is repeated until a construction of the polymer vertical supporting system reaches a projected depth, and then the construction of the polymer vertical supporting system is completed. The polymer vertical supporting system constructed according to the present invention has advantages, such as convenience, lightness, high tenacity, economy, and lasting long. The slots of foundation pits, side slopes, municipal pipelines, etc. can be excavated vertically fast by adopting the present invention.
摘要翻译：一种用于构建垂直支撑系统的聚合物灌浆方法，包括以下步骤：（1）构成一体化聚合物防水面板; （2）构建聚合物垂直支撑体系的聚合物处理; （3）在集成聚合物阻水板上构建聚合物锚固件; （4）构建聚合物锚的连接的处理; 和（5）依次逐层挖掘，其中重复步骤（3）和步骤（4），直到聚合物垂直支撑系统的结构达到投影深度，然后完成聚合物垂直支撑系统的结构。根据本发明构造的聚合物垂直支撑系统具有便利性，轻便性，高韧性，经济性和持久性等优点。通过采用本发明可以快速挖掘基坑，侧坡，市政管线等的槽。

3. 发明申请

US20140314497A1 Polymer grouting method for constructing gravel pile 审中-公开
标题翻译：用于构造砾石桩的聚合物灌浆方法
公开(公告)号：US20140314497A1
公开(公告)日：2014-10-23
申请号：US14158862
申请日：2014-01-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Yanhui Zhong , Mingsheng Shi , Bei Zhang , Xiaolong Li , Haizhou Zhao , Liang Dong
IPC分类号： E02D5/46 , E02D9/02 , E02D5/34
CPC分类号： E02D5/34
摘要： A polymer grouting method for constructing gravel pile for reinforcing the soft and special soil foundation includes steps of: (1) pile-position-pore-forming; (2) installing a grouting pipe; (3) putting graded stones; (4) polymer lifting grouting; and (5) pile-forming. By pile-position-pore-forming, putting graded stones, polymer lifting grouting in the reinforcement site and other steps, the injected two-component expansive polymer material expands rapidly after a chemical reaction, and then is solidified with the graded stones for filling in the pile hole from below to above, the blast hole wall rock-soil is expansive compacted and fully integrating with the surrounding rock-soil, thus forming the polymer gravel pile. The present invention can rapidly reinforce the soft and special soil foundation, thereby providing an advanced, highly efficient, safe and practical method for reinforcing the soft and special soil foundation. It has great economic and social benefits and broad development prospects.
摘要翻译：一种用于加固软土地基的砾石桩的聚合物灌浆方法包括以下步骤：（1）桩位孔成形; （2）安装灌浆管; （3）放分石; （4）聚合物提升灌浆; 和（5）桩成型。通过桩位孔成型，将分级石，聚合物提升灌浆在加固部位等步骤中，注入的双组分膨胀聚合物材料在化学反应后迅速膨胀，然后用分级石料固化，填充桩孔从下到上，爆破孔壁岩土被膨胀压实，与周围的岩土充分整合，形成聚合物砾石桩。本发明可以快速加强软土特殊的土体基础，为加固软土地基提供先进，高效，安全，实用的方法。具有重大的经济和社会效益，发展前景广阔。

4. 发明申请

US20140314496A1 Polymer grouting method for constructing multi-wing pile 审中-公开
标题翻译：用于构造多翼桩的聚合物灌浆方法
公开(公告)号：US20140314496A1
公开(公告)日：2014-10-23
申请号：US14158861
申请日：2014-01-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Bei Zhang , Xiaolong Li , Hongliang Chen , Xianfeng Zhao
IPC分类号： E02D5/46 , E02D7/22
CPC分类号： E02D5/46
摘要： A polymer grouting method for constructing multi-wing pile, includes steps of: (1) arranging the positions of piles; (2) producing multi-wing drilling tool and locating holes; (3) installing grouting pipes; (4) polymer lifting grouting; (5) forming polymer multi-wing piles. According to the geologic characteristics, the three-wing drilling tool or the four-wing drilling tool are produced through pressing the drilling tool into each location of pile by a static pressure equipment to form the multi-wing holes, and injecting two-component expansive polymer materials to the holes, wherein the polymers expand and solidify after reacting for filling the holes and the gaps in the soil of slope to be fully integrated with the surrounding soil and form the polymer multi-wing piles.
摘要翻译：一种用于构造多翼桩的聚合物灌浆方法，包括以下步骤：（1）布置桩的位置; （2）生产多翼钻具和定位孔; （3）安装灌浆管; （4）聚合物提升灌浆; （5）形成聚合物多翼桩。根据地质特点，通过静压设备将钻孔工具压入桩的每个位置，形成三翼钻具或四翼钻具，形成多翼孔，并注入双组分膨胀聚合物材料到孔中，其中聚合物在反应之后膨胀和凝固，以填充孔和斜坡土壤中的间隙，以与周围土壤完全整合并形成聚合物多翼桩。

5. 发明授权

US09045865B2 Polymer grouting method for uplifting ballastless track of high-speed rail 有权
标题翻译：高速无碴轨道高分子灌浆方法
公开(公告)号：US09045865B2
公开(公告)日：2015-06-02
申请号：US13866023
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Yanhui Zhong , Xiaolong Li , Xiaoliang Wang , Xianfeng Zhao
IPC分类号： E01B1/00
CPC分类号： E01B1/002 , E01B2204/03
摘要： A polymer grouting method for uplifting a ballastless track of a high-speed rail includes following steps of: (1) drilling grouting holes; (2) manufacturing geo-textile bags and binding the grouting pipes up with the geo-textile bags; (3) tying up the geo-textile bags; (4) displacing the geo-textile bags; (5) grouting two-component expansive polymer materials into the geo-textile bags; (6) uplifting the track; (7) grouting two-component expansive polymer materials for filling; and (8) monitoring amount of the uplifting, wherein a vertically uplifting height is monitored in real time by a laser level, and the grouting is quit if the vertically uplifting height meets uplifting requirements.
摘要翻译：用于提升高速无轨道的聚合物灌浆方法包括以下步骤：（1）钻孔灌浆孔; （2）制造地毯纺织袋，将灌浆管与地纺织袋捆绑; （3）捆绑地毯纺织袋; （4）移动地毯纺织袋; （5）将双组分膨胀聚合物材料注入地纺织袋; （6）提升轨道; （7）灌注双组分膨胀聚合物材料; 和（8）提升监测量，其中通过激光水平实时监测垂直抬升高度，如果垂直抬升高度满足提升要求，则灌浆退出。

6. 发明申请

US20140314498A1 Polymer grouting method for constructing ultra-thin anti-seepage wall 有权
标题翻译：建立超薄防渗墙的聚合物灌浆方法
公开(公告)号：US20140314498A1
公开(公告)日：2014-10-23
申请号：US13866025
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Wenting Liu , Yanhui Zhong , Xiaoliang Wang
IPC分类号： E02D3/00
CPC分类号： E02D3/00 , E02D15/04 , E02D19/12 , E02D19/16 , E02D19/18
摘要： A polymer grouting method for constructing an ultra-thin anti-seepage wall meeting requirements of anti-seepage designs of dams, includes the following steps of: forming continuous slots on a body of the dam and the foundation which need seepage-proofing and reinforcing; and injecting two-component expansive polymer grouting materials to the slots through grouting pipes, a volume rapidly expands after the polymer grouting materials reacts and the slots are filled to form a polymer ultra-thin body, the polymer ultra-thin bodies which are adjacent are cemented together to form a continuous, uniform, and regular cementing ultra-thin polymer anti-seepage wall; this invention is different from the conventional anti-seepage wall technology whatever through the material, the mechanism or the construction methods, which has the advantages such as speediness, ultra-thinness, minimally invasive, lightness, high toughness, economy, and durability, applied in reinforcement projects of a number of the dams and dikes.
摘要翻译：一种满足坝体防渗设计要求的超薄防渗墙的聚合物灌浆方法，包括以下步骤：在坝体和基础上形成连续槽，需要防渗和加固; 并通过灌浆管将双组分膨胀聚合物灌浆材料注入槽中，在聚合物灌浆材料反应后，容积迅速膨胀，填充槽形成聚合物超薄体，邻近的聚合物超薄体为粘结在一起形成连续，均匀，规则的固井超薄聚合物防渗墙; 本发明不同于传统的防渗墙技术，无论通过材料，机理或施工方法，具有快速，超薄，微创，轻便，高韧性，经济性和耐用性等优点，应用于在一些水坝和堤坝的加固项目中。

7. 发明授权

US09004820B2 Grouting method for anchoring with polymer 有权
标题翻译：用聚合物锚固的灌浆方法
公开(公告)号：US09004820B2
公开(公告)日：2015-04-14
申请号：US13866024
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation Ltd.
发明人： Fuming Wang , Mingsheng Shi , Chengchao Guo , Hongliang Chen , Dongkai Zhao , Leiying He
IPC分类号： E21D20/02 , E21D21/00 , E21D20/00
CPC分类号： E21D21/00 , E21D20/003 , E21D20/025 , E21D20/028
摘要： A grouting method for anchoring with polymer is provided, wherein the method includes steps of: a) rod body processing; b) tying up a geotextile bag and grouting tubes on the anchoring rod body; c) hole drilling; d) polymer grouting: I. hole sealing grouting; II. anchoring grouting. The present invention has advantages of a sufficient adaptability, non-water reaction, convenient and fast construction, being economic, a high strength and a high durability. An expansive polymer material has an obvious compacting effect on soil, and is capable of increasing a friction force between a grout and a base; the water-proofing polymer material is an impermeable material for a steel rod body, and is of benefit to anti-corrosion and durability of the rod body; a solidifying time of the polymer material is short and no maintenance is needed in such a manner that construction periods are shortened.
摘要翻译：提供了一种用聚合物锚固的灌浆方法，其中所述方法包括以下步骤：a）杆体加工; b）将锚固棒体上的土工织物袋和灌浆管捆起来; c）钻孔; d）聚合物灌浆：I.孔密封灌浆; 二，锚固灌浆。本发明具有足够的适应性，非水反应，施工方便快捷，经济，高强度，高耐久性的优点。膨胀聚合物材料对土壤具有明显的压实作用，并且能够增加灌浆和基料之间的摩擦力; 防水聚合物材料是钢杆体的不渗透材料，有利于杆体的耐腐蚀和耐久性; 聚合物材料的凝固时间短，并且不需要维护，使得施工周期缩短。

8. 发明申请

US20140314503A1 Grouting method for anchoring with polymer 有权
标题翻译：用聚合物锚固的灌浆方法
公开(公告)号：US20140314503A1
公开(公告)日：2014-10-23
申请号：US13866024
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Chengchao Guo , Hongliang Chen , Dongkai Zhao , Leiying He
IPC分类号： E21D21/00 , E21D20/00
CPC分类号： E21D21/00 , E21D20/003 , E21D20/025 , E21D20/028
摘要： A grouting method for anchoring with polymer is provided, wherein the method includes steps of: a) rod body processing; b) tying up a geotextile bag and grouting tubes on the anchoring rod body; c) hole drilling; d) polymer grouting: I. hole sealing grouting; II. anchoring grouting. The present invention has advantages of a sufficient adaptability, non-water reaction, convenient and fast construction, being economic, a high strength and a high durability. An expansive polymer material has an obvious compacting effect on soil, and is capable of increasing a friction force between a grout and a base; the water-proofing polymer material is an impermeable material for a steel rod body, and is of benefit to anti-corrosion and durability of the rod body; a solidifying time of the polymer material is short and no maintenance is needed in such a manner that construction periods are shortened.
摘要翻译：提供了一种用聚合物锚固的灌浆方法，其中所述方法包括以下步骤：a）杆体加工; b）将锚固棒体上的土工织物袋和灌浆管捆起来; c）钻孔; d）聚合物灌浆：I.孔密封灌浆; 二，锚固灌浆。本发明具有足够的适应性，非水反应，施工方便快捷，经济，高强度，高耐久性的优点。膨胀聚合物材料对土壤具有明显的压实效果，并且能够增加灌浆和基料之间的摩擦力; 防水聚合物材料是钢杆体的不渗透材料，有利于杆体的耐腐蚀和耐久性; 聚合物材料的凝固时间短，并且不需要维护，使得施工周期缩短。

9. 发明申请

US20140314502A1 Polymer grouting method for uplifting ballastless track of high-speed rail 有权
标题翻译：高速无碴轨道高分子灌浆方法
公开(公告)号：US20140314502A1
公开(公告)日：2014-10-23
申请号：US13866023
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Yanhui Zhong , Xiaolong Li , Xiaoliang Wang , Xianfeng Zhao
IPC分类号： E01B1/00
CPC分类号： E01B1/002 , E01B2204/03
摘要： A polymer grouting method for uplifting a ballastless track of a high-speed rail includes following steps of: (1) drilling grouting holes; (2) manufacturing geo-textile bags and binding the grouting pipes up with the geo-textile bags; (3) tying up the geo-textile bags; (4) displacing the geo-textile bags; (5) grouting two-component expansive polymer materials into the geo-textile bags; (6) uplifting the track; (7) grouting two-component expansive polymer materials for filling; and (8) monitoring amount of the uplifting, wherein a vertically uplifting height is monitored in real time by a laser level, and the grouting is quit if the vertically uplifting height meets uplifting requirements. The present invention has advantages of fast, small disturbance, lightweight, high toughness, economical and durable, is capable of achieving uplifting ballastless track of high-speed rail, and has provided an advanced, efficient, economical and practical new-type method for restoring the subgrade settlement in high-speed rails.
摘要翻译：用于提升高速无轨道的聚合物灌浆方法包括以下步骤：（1）钻孔灌浆孔; （2）制造地毯纺织袋，将灌浆管与地纺织袋捆绑; （3）捆绑地毯纺织袋; （4）移动地毯纺织袋; （5）将双组分膨胀聚合物材料注入地纺织袋; （6）提升轨道; （7）灌注双组分膨胀聚合物材料; 和（8）提升监测量，其中通过激光水平实时监测垂直抬升高度，如果垂直抬升高度满足提升要求，则灌浆退出。本发明具有快速，小扰动，重量轻，韧性高，经济耐用的优点，能够实现高速无轨道的提升，提供了一种先进，高效，经济实用的新型复原方法高速铁路路基沉降。

10. 发明申请

US20140314494A1 Polymer grouting method for constructing vertical supporting system 有权
标题翻译：建立垂直支撑系统的聚合物灌浆方法
公开(公告)号：US20140314494A1
公开(公告)日：2014-10-23
申请号：US13866026
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Bei Zhang , Chengchao Guo , Yanhui Pan
IPC分类号： E02D17/04 , E02D17/13
CPC分类号： E02D17/04 , E02D17/13
摘要： A polymer grouting method for constructing a vertical supporting system, includes following steps of: (1) structuring an integrated polymer water-blocking panel; (2) constructing a polymer coping of a polymer vertical supporting system; (3) constructing polymer anchors on the integrated polymer water-blocking panel; (4) processing constructing connection of the polymer anchors; and (5) excavating vertically by layer in turn, wherein step (3) and step (4) is repeated until a construction of the polymer vertical supporting system reaches a projected depth, and then the construction of the polymer vertical supporting system is completed. The polymer vertical supporting system constructed according to the present invention has advantages, such as convenience, lightness, high tenacity, economy, and lasting long. The slots of foundation pits, side slopes, municipal pipelines, etc. can be excavated vertically fast by adopting the present invention.
摘要翻译：一种用于构建垂直支撑系统的聚合物灌浆方法，包括以下步骤：（1）构成一体化聚合物防水面板; （2）构建聚合物垂直支撑体系的聚合物处理; （3）在集成聚合物阻水板上构建聚合物锚固件; （4）构建聚合物锚的连接的处理; 和（5）依次逐层挖掘，其中重复步骤（3）和步骤（4），直到聚合物垂直支撑系统的结构达到投影深度，然后完成聚合物垂直支撑系统的结构。根据本发明构造的聚合物垂直支撑系统具有便利性，轻便性，高韧性，经济性和持久性等优点。通过采用本发明可以快速挖掘基坑，侧坡，市政管线等的槽。

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