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序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
1	安装大型混凝土块的方法	CN201280010353.9	2012-02-21	CN103429519B	2015-04-01	金尚基
本发明涉及一种由起重机提升的大型混凝土块，包括：由混凝土材料制成的大型混凝土块本体；和用于将连接钢缆插入其中的管，该管由合成树脂制成，该管的中央部分埋设在大型混凝土块本体中，而该管的两端向上布置在大型混凝土块本体的上表面处。由此，完全解决了由传统的吊环构件所造成的问题。
2	细长构件及其制造方法和设备	CN94190597.7	1994-07-06	CN1113381A	1995-12-13	F·A·马奇; R·B·泰勒; J·H·曼格; R·J·高尔德; T·M·庞蒂夫
一种细长构件(10)，适用于作海底桩，它包括一根连续的、挤压成型的塑料体(12)，塑料体中设有沿构件长度方向延伸的加强筋(24)。塑料体被连续地挤压到一模具中，以便使熔化的塑料包围并粘附于送入模具的加强筋，从而加工出此构件。
3	一种老城区河道桩墙一体直立式挡土墙施工方法	CN201611127991.5	2016-12-09	CN106592514A	2017-04-26	李敏哲; 周亚军; 续晶晶; 要会科; 李少华; 娄国伟; 周文博
本发明涉及市政工程施工领域，特别涉及一种老城区河道桩墙一体直立式挡土墙施工方法。它包括如下步骤：（1）钢筋混凝土灌注桩施工；（2）高压旋喷桩施工；（3）冠梁施工；（4）挂网喷护施工。本发明占用工作面小，减少河道两侧建筑物拆迁量，同时能够确保施工期间的河道过流断面。还可以避免因降水、基坑开挖引起的河道两侧建筑物沉降、裂缝，确保周边建筑安全，和交通安全。
4	用于产生孔的钻孔装置以及方法	CN201380045727.5	2013-07-16	CN104619945B	2016-09-14	S.M.芬肯策勒; J.克利彭施泰因; L.魏克斯勒
本发明涉及一种用于在土壤中在支撑管之内产生孔的钻孔装置。该钻孔装置包括：壳体(12)，其可被插入支撑管中并且可以防止旋转的方式固定在支撑管处；用于除去土壤材料的切割装置(56)；用于旋转地驱动切割装置的旋转驱动器(26)；以及供应装置，利用该供应装置可将冲洗液供应到切割装置(56)的区域中。在切割装置上方布置有容纳容器(44)，可将被除去的土壤材料与冲洗液一起输送到容纳容器中。在该容纳容器中设置有至少一个用于使被除去的土壤材料与冲洗液搅拌的搅拌元件(46)。利用排出装置(70)可将被除去的土壤材料与冲洗液一起从容纳容器中向上排出。此外，本发明涉及一种用于在土壤中产生孔的方法。
5	一种涂塑支护构架的制备方法及该涂塑支护构架	CN201610009838.6	2016-01-07	CN105642517A	2016-06-08	王良
本发明提供了一种涂塑支护构架的制备方法及该涂塑支护构架，包括以下步骤：(1)、将基件进行切割、焊接，然后对基件的表面除锈；(2)、将除锈后的基件加热至170-179℃，然后喷涂塑粉；(3)、将喷涂塑粉后的基件的温度保持在130-140℃，然后固化18-25分钟，将固化后的基件冷却、安装，得到涂塑支护构架。本发明提供的涂塑支护构架的制备方法，可以同时克服喷漆工艺需要常年维护以及浸塑工艺浸塑层结合力差的问题。本发明提供的涂塑支护构架，具有耐热耐冷，耐冲击，耐压，耐老化的优点，安全可靠性较高，使用寿命可达15-30年。该涂塑支护构架，颜色可调，外观光洁，环保卫生，方便清洗。
6	用于产生孔的钻孔装置以及方法	CN201380045727.5	2013-07-16	CN104619945A	2015-05-13	S.M.芬肯策勒; J.克利彭施泰因; L.魏克斯勒
本发明涉及一种用于在土壤中在支撑管之内产生孔的钻孔装置。该钻孔装置包括：壳体(12)，其可被插入支撑管中并且可以防止旋转的方式固定在支撑管处；用于除去土壤材料的切割装置(56)；用于旋转地驱动切割装置的旋转驱动器(26)；以及供应装置，利用该供应装置可将冲洗液供应到切割装置(56)的区域中。在切割装置上方布置有容纳容器(44)，可将被除去的土壤材料与冲洗液一起输送到容纳容器中。在该容纳容器中设置有至少一个用于使被除去的土壤材料与冲洗液搅拌的搅拌元件(46)。利用排出装置(70)可将被除去的土壤材料与冲洗液一起从容纳容器中向上排出。此外，本发明涉及一种用于在土壤中产生孔的方法。
7	适用于狭窄岸段的防汛墙	CN201410710005.3	2014-11-28	CN104532784A	2015-04-22	石永超; 张琳琳; 邬显晨
本发明公开了一种适用于狭窄岸段的防汛墙，其包括一墙身和多个桩基，桩基位于墙身的下方，墙身包括一墙体和一底板，墙体的两侧分别为靠岸侧和临水侧，底板包括一趾板和一踵板，趾板和踵板均连接于墙体的下端部，趾板分布于墙体的靠岸侧，踵板包括一踵板本体部和一桩基连接部，踵板本体部由墙体的下端部沿墙体的临水侧斜向下延伸，踵板本体部的上表面与墙体的临水侧的规划河床泥面线重合，桩基连接部位于踵板本体部的下端部，桩基连接部为竖直向下延伸，桩基分别固接于趾板的下端面和桩基连接部的下端面。本发明的防汛墙具有陆域占地少、轻型美观、抗滑抗冲能力强、有效防止底板下部掏空等优点，还具有实际应用范围广的优点。
8	由起重机提升的大型混凝土块、制造该大型混凝土块的方法以及安装该大型混凝土块的方法	CN201280010353.9	2012-02-21	CN103429519A	2013-12-04	金尚基
本发明涉及一种由起重机提升的大型混凝土块，包括：由混凝土材料制成的大型混凝土块本体；和用于将连接钢缆插入其中的管，该管由合成树脂制成，该管的中央部分埋设在大型混凝土块本体中，而该管的两端向上布置在大型混凝土块本体的上表面处。由此，完全解决了由传统的吊环构件所造成的问题。
9	Buildings flotation system	JP52361098	1997-05-07	JP2000513774A	2000-10-17	アクレー，レイモンド; カーリンスキー，ハーマン
(57)【要約】水密性基底部(540)の床と璧(615)とを形成する単位コンクリート片を有する水密性基底部(540)を含んだ建築物(300)のための浮揚システムが開示されている。洪水が起こりまたは治まると、ローラ(610)が、水密性基底部(540)の隅の近傍に配された案内柱(310)に沿って回転する。案内柱(310)には、水密性基底部(540)を案内柱(310)に沿って移動させかつそれを所望高さに維持するためのラチェットシステム(620)が取り付けられている。好ましい実施態様には、洪水が押し寄せる前に建築物(300)を持ち上げるための加圧シリンダ(1550)が含まれている。
10	Process for Installing a Modular Retaining Wall	US16134398	2018-09-18	US20190017240A1	2019-01-17	Scott A. Yeany
A process for installing a modular retaining wall is illustrated and described having open or closed polygonal modules with channels disposed therein. The wall is set at least partially below a surface, the surface either being land-based or aqueous-based, and interfaces therebetween, e.g., shoreline. The modules of the wall are fastened to each other by respective fastening mating fasteners. The retaining wall is installed by a process employing a fluid-assisted internal mandrel.
11	Process for installing a modular retaining wall	US15651007	2017-07-17	US10119234B1	2018-11-06	Scott A. Yeany
A process for installing a modular retaining wall is illustrated and described having open or closed polygonal modules with channels disposed therein. The wall is set at least partially below a surface, the surface either being land-based or aqueous-based, and interfaces therebetween, e.g., shoreline. The modules of the wall are fastened to each other by respective fastening mating fasteners. The retaining wall is installed by a process employing a fluid-assisted internal mandrel.
12	Assembly for supporting a foundation	US13090517	2011-04-20	US08480335B1	2013-07-09	Steven E. Hunter
An assembly for supporting a foundation, the assembly including a pier; the assembly further including an “E” bracket having a stem section, a plurality of suspension arms, and a buckling resisting arm, the buckling resisting arm operatively engaging the pier's upper end, and each arm among the suspension and buckling resisting arms having upper and lower ends; the assembly further including first eye and slide stop combinations attaching the upper ends of the suspension arms to the stem section; the assembly further including a weld attaching the upper end of the buckling resisting arm to the stem section; and the assembly further including a quill and foundation supporting foot bracket which is fixedly attached to the lower ends of the suspension arms.
13	PEDESTAL SUPPORT FOR MINE PROP	US13087924	2011-04-15	US20120263546A1	2012-10-18	Thomas L. Hutchinson
A pedestal support for a mine prop. The pedestal support includes a collar to dispose a mine prop at least partially therein and a yielding member extending from the collar. The yielding member includes a wall having a top edge and a bottom edge and having a thickness that tapers from the top edge to the bottom edge and that flares from the top edge to the bottom edge.
14	Flotation system for buildings	US374867	1995-01-19	US5647693A	1997-07-15	Herman Carlinsky; Raymond Ackley
A flotation system for a building is disclosed including a watertight basement having a unitary piece of concrete forming the floor and walls of the watertight basement. Rollers are attached to the watertight basement. As floodwater rises or recedes, the rollers roll along guide posts located near corners of the watertight basement. Attached to the guide posts are a ratchet system for moving the watertight basement along the guide posts and maintaining it at a desired height.
15	Method of grouting a pile in a hole involving the optimized frequency of vibration of the grouting material	US45575474	1974-03-28	US3898848A	1975-08-12	WYANT REECE E
A pile is placed in an earth borehole which may or may not have a protective casing along at least a portion of its length. A predetermined amount of water is metered into the bottom of the hole in the annulus exterior to the pile and then dry sand is added to the water in the annulus. Alternatively, cement or other grouting materials are added to the hole around the pile. Various means are provided for vibrating either the pile or the external protective casing or the sand and water mixture itself or the other grouting material. To maximize the amplitude of vibration, the frequency of vibration is varied during the grouting process to match the ungrouted length of the pile, either by continuously varying the frequency of vibration or in steps along the length of the pile. The sand and water or other grouting mixture itself can be vibrated by one or more vibrating rods inserted into the mixture or by a multi-fingered sleeve which fits over the pile and into the annulus external to the pile. In some of the embodiments, the vibrated apparatus is removed while vibrating to successively compact the sand and water or other grouting mixture beginning at the bottom of the hole. When using a pipe pile, the bottom of the pipe pile can be plugged during the compaction of the sand and water or other grouting mixture and then removed if necessary. Dry sand is used as a ballast to prevent the pipe pile from floating when using a closed end.
16	Method of utilizing junk cars to produce building blocks	US3733675D	1971-08-16	US3733675A	1973-05-22	DIEDERICH W
The method of compressing discarded cars into geometrically complementary shapes and coating the shapes with an air and water impervious material. The shapes can then be used for paving revetments, building retaining walls, or piled up to form dikes or jetties.
17	Flotation system of the building	JP52235896	1996-01-17	JPH10506972A	1998-07-07	アックリー、レイモンド; カーリンスキー、ハーマン
(57)【要約】耐水性地階部（５４０）の床と壁（６１５）を形成する単一のコンクリート塊を有する耐水性地階部（５４０）を含む、建築物（３００）の浮揚システムが開示される。ローラ（６１０）は、耐水性地階部（５４０）に取り付けられている。洪水が増し、または、引くと、耐水性地階部（５４０）のコーナー付近に配置された案内柱（３１０）に沿って、ローラ（６１０）は回転する。耐水性地階部（５４０）を、案内柱（３１０）に沿って移動し、所望の高さに維持するラチェットシステム（６２０）が、案内柱（３１０）に取り付けられている。
18	Air bag for civil work	JP16139181	1981-10-09	JPS5862213A	1983-04-13	SAITOU TOSHIKAZU; SUGIMOTO ATSUO; SATOU MUTSUO
PURPOSE:To raise sealing effect to be obtained in a partitioning and closing operations by naturally bending a bag body by using the base cloth of the bag having a biased portion for the half of its outer face, a flattened portion for the half of its inner face, and a difference in shrinkage between the outer and inner faces. CONSTITUTION:A sheet 1a forming the outer half A of a bag body 1 is made of a biased base cloth 2, a sheet 1b forming the inner half B is made of a flattended base cloth 3, and both the sheets 1a and 1b are doubled and bonded to form a bag body. Since the circumferential elongation of the outer half A of the bag body 1 becomes greater than that of the inner half B and also the bag body is bent toward the biased portion side when it expands due to shrinkage in the axial direction, the air bag body can be used for partitioning or closing purpose because buckling phenomenon is prevented when being set by turning its inner half side toward the excavated face.
19	Concentrically loaded, adjustable piering system	US14056227	2013-10-17	US08821073B2	2014-09-02	Steve Patton
A method for constructing a pier system to stabilize and level a structure by constructing a pier in sections and advancing the pier sections below a foundation using a hydraulic ram until bedrock is reached, and completing the piering system by positioning a head plate on top of the pier to provide a stable platform for a house jack and applying a vertical lifting force with the house jack to lift the foundation of the structure.
20	Pedestal support for mine prop	US13087924	2011-04-15	US08408845B2	2013-04-02	Thomas L. Hutchinson
A pedestal support for a mine prop. The pedestal support includes a collar to dispose a mine prop at least partially therein and a yielding member extending from the collar. The yielding member includes a wall having a top edge and a bottom edge and having a thickness that tapers from the top edge to the bottom edge and that flares from the top edge to the bottom edge.

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