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1. 发明专利

JPS5934334A Assembling setter for iron bars to be fixed in steel tube 失效
标题翻译：铁杆固定在钢管中的组装设备
公开(公告)号：JPS5934334A
公开(公告)日：1984-02-24
申请号：JP14579582
申请日：1982-08-23
申请人： Shiyuto Kosoku Doro Kodan , Sumitomo Metal Ind Ltd
发明人： TODA TOORU , AKIMOTO TAISUKE , ABIKO TOSHIO , KUJIRAI HIROTSUGU , IZUMI KIMIHIKO , MORIMOTO KIYOHIRO , YAMAKAWA SUMIO , SEKI HIROYA , WATABE SUSUMU , DOUKAN YOSHIHISA
IPC分类号： E02D5/30 , E02D27/30 , E04G21/12
CPC分类号： E02D5/30
摘要： PURPOSE:To easily and quickly perform construction work by a method in which plural iron bars are attached to an iron bar holder metal to form a prefabricated iron bar cage. CONSTITUTION:Through holes 7 are formed in the side wall of a steel tube 1, iron bars 3 are inserted into the steel tube 1, and filling concrete 2 is placed for fixation. In such a structure, plural iron bars are attached to an iron bar holder metal 4 to form a prefabricated iron bar cage. Therefore, plural iron bars 3 can be inserted into the steel tube 1 and fixed by the concrete2, so that the steel tube 1 can be exactly connected with the iron bars 3 without the need for welding on site.
摘要翻译：目的：通过将多个铁棒连接到铁棒支架金属上以形成预制铁棒笼的方法，容易且快速地进行施工。构成：在钢管1的侧壁形成通孔7，将铁棒3插入钢管1中，并且填充混凝土2进行固定。在这种结构中，多个铁棒连接到铁棒支架金属4上以形成预制铁棒笼。因此，可以将多个铁棒3插入到钢管1中并由混凝土2固定，使得钢管1可以与铁棒3精确连接，而不需要现场焊接。

2. 发明专利

JPS5934333A Joint structure of steel tube and concrete footing 失效
标题翻译：钢管和混凝土接头的接头结构
公开(公告)号：JPS5934333A
公开(公告)日：1984-02-24
申请号：JP14579482
申请日：1982-08-23
申请人： Shiyuto Kosoku Doro Kodan , Sumitomo Metal Ind Ltd
发明人： TODA TOORU , AKIMOTO TAISUKE , ABIKO TOSHIO , KUJIRAI HIROTSUGU , IZUMI KIMIHIKO , MORIMOTO KIYOHIRO , YAMAKAWA SUMIO , KATOU SATOSHI
IPC分类号： E02D27/30 , E02D5/30
CPC分类号： E02D5/30
摘要： PURPOSE:To eliminate the need for welding as well as to raise the bending and shearing resistances and deformation performance of the joint structure by a method in which connecting steel members are inserted into through holes of the side wall of a steel tube, and concrete is placed into the steel tube for fixation. CONSTITUTION:Through holes 4 are formed in the side wall of a steel tube 1, and one ends of connecting steel members 3 consisting of iron bars are inserted into the steel tube 1 and fixed with filling concrete 5. The other ends of the connecting steel members 3 are fixed to footing concrete 2. Therefore, the need to connect the steel tube 1 with the connecting steel members 3 by welding is eliminated, and bending moment and shearing force on the connections are transmitted in terms of the drawing and shearing resistances of the connecting members. Since the flow of the force is directed from the connecting steel members 3 to the steel tube 1 by friction with the concrete in the wall face of the steel tube 1, no stress concentration occurs as compared with the case of the conventional welded structures.
摘要翻译：目的：通过将钢构件插入到钢管侧壁的通孔中的方法，消除对焊接的需要以及提高接头结构的弯曲和剪切阻力和变形性能，混凝土是放入钢管固定。构成：在钢管1的侧壁形成有通孔4，将由铁棒构成的连接钢构件3的一端插入钢管1中并用填充混凝土5固定。连接钢的另一端构件3固定在基础混凝土2上。因此，消除了通过焊接将钢管1与连接钢构件3连接的需要，连接上的弯矩和剪切力根据拉伸和剪切阻力传递连接构件。由于通过与钢管1的壁面中的混凝土的摩擦将力的流动从连接钢构件3引导到钢管1，与常规的焊接结构相比，不会发生应力集中。

3. 发明专利

JPS5761522A Manufacture of carbon fiber reinforced composite plate 失效
标题翻译：碳纤维增强复合板的制造
公开(公告)号：JPS5761522A
公开(公告)日：1982-04-14
申请号：JP13706980
申请日：1980-09-30
申请人： Kajima Corp , Sumitomo Metal Ind Ltd
发明人： NAKAGAWA KENICHI , YAMAKAWA SUMIO , AKIHAMA SHIGEYUKI , SAKANO TADASHI
IPC分类号： B29C57/00 , B29C43/00 , B29C43/02 , B29C70/06
摘要： PURPOSE: To obtain the carbon fiber reinforced composite plate by working the carbon fiber in cloth form and pushing and impregnating said fiber cloth by the roll etc. to one or both faces of reinforced material at its unsolidified state and integrating them.
CONSTITUTION: The rotation shaft 2 having the spiral fin around the shaft is built in a hopper type container 1 having a rectangular extruding outlet. While unsolidified calcium silicate type material to be reinforced 4 is charged in the container and extruded plate like by driving the rotation shaft 2, the carbon fiber cloth 6 is pulled out from the fiber cloth coil 5 and overlapped on the surface of said reinforced material 4 extruded plate like, and said carbon fiber cloth 6 and the reinforced material 4 are pressed by the pinch rolls 8 at the same time. This results in that porous part of the fiber cloth 6 is impregnated with the reinforced material 4, and the carbon fiber cloth 6 and the reinforced material 4 are integrated.
COPYRIGHT: (C)1982,JPO&Japio
摘要翻译：目的：通过将布料形式的碳纤维加工成纤维布，将卷筒状纤维布浸渍到未固化状态的增强材料的一面或两面，并将其整合，得到碳纤维增强复合板。构成：具有围绕轴的螺旋翅片的旋转轴2内置在具有矩形挤压出口的料斗式容器1中。虽然未固化的硅酸钙类型的被加强材料4可以通过驱动旋转轴2而被装入容器和挤压板中，但是碳纤维布6从纤维布线圈5被拉出并且重叠在所述增强材料4的表面上挤出板状，并且所述碳纤维布6和增强材料4同时被夹送辊8挤压。这导致纤维布6的多孔部分被增强材料4浸渍，碳纤维布6和增强材料4被一体化。

4. 发明专利

JPS58199937A Connector for head of existing pile and foundation concrete 失效
标题翻译：现有桩和基础混凝土的连接器
公开(公告)号：JPS58199937A
公开(公告)日：1983-11-21
申请号：JP8289882
申请日：1982-05-17
申请人： Sumitomo Metal Ind Ltd
发明人： KOBAYASHI YOUICHI , YAMAKAWA SUMIO
IPC分类号： E02D27/12
CPC分类号： E02D27/12
摘要： PURPOSE:To obtain a sufficient strength without field welding work by a method in which the vertical iron bars of an iron bar cage are thrust through iron bar through holes drilled in the head of an existing pile and extended toward the inside of the pile, and the cage and the pile head parts are buried in the foundation concrete. CONSTITUTION:Iron bar through holes 8A are drilled in the head of an existing pile 1 to be fixed with a footing 2, and a drop cover 6 to receive concrete is provided. The bent pieces 9a of the vertical iron bars 9 are thrust through the holes 8A of the pile 1 and extended into the pile 1, vertical iron bars 9 are set around the head of the pile 1, and iron bar belts 10 are fitted at intervals on the head of the pile 1. The vertical iron bars 9 and the iron bar belts 10 are connected with a steel wire (not illustrated), the head of the pile 1 and the iron bar cage 3A are buried, together with the iron bars 7 on the downside of a footing, in the foundation concrete 13, and a filling concrete 14, together with the concrete 13, is placed into the head of the pile 1.
摘要翻译：目的：为了获得足够的强度，没有现场焊接工作，通过一种方法，铁杆笼的垂直铁棒通过穿过现有桩头部的孔穿过铁杆并向桩的内部延伸的方法推进，笼子和桩头部分埋在基础混凝土中。构成：在现有的桩1的头部钻有铁杆通孔8A以固定底脚2，并且设置用于接收混凝土的落叶6。垂直铁杆9的弯曲部分9a通过桩1的孔8A推动并延伸到桩1中，垂直铁杆9围绕桩1的头部设置，并且铁条带10以间隔安装垂直铁杆9和铁条带10与钢丝（未示出）连接，桩1的头部和铁杆笼3A与铁棒一起被埋设 7在底座的底部，在基础混凝土13中，以及与混凝土13一起的填充混凝土14被放置在桩1的头部中。

5. 发明专利

JPS58178716A Multi-pillar type floor framing structure 失效
标题翻译：多柱型地板框架结构
公开(公告)号：JPS58178716A
公开(公告)日：1983-10-19
申请号：JP6059082
申请日：1982-04-12
申请人： Sumitomo Metal Ind Ltd
发明人： KOBAYASHI YOUICHI , YAMAKAWA SUMIO
IPC分类号： E02B17/00 , E02B17/02
CPC分类号： E02B17/027
摘要： PURPOSE:To obtain a highly reliable floor framing structure easily adjustable on site by a method in which a cylinder attached to steel beams is fitted on the periphery of a pillar and supported by a receiving bracket attached to the pillar, and cement mortar is packed into the space between the cylinder and the pillar. CONSTITUTION:A latticed frame is made up of steel beams, a steel cylinder 2 is set at the center of the latticed frame, and the steem beams and the cylinder 2 are welded through a bracket 3. Also, a ringed receiving bracket 4 is welded to the periphery of the upper part of the pillar B, the pillar B is driven into the ground in advance, the cylinder 2 for floor framing is fitted on the periphery of the pillar B and temporarily supported on the bracket 4. Then, cement mortar or the like is packed into the space between the cylinder 2 and the pillar B and also into the upper part of the pillar B. In this case, by properly selecting the inside diameter of the cylinder 2, the error of the driving position of the pillar B can be absorbed.
摘要翻译：目的：为了获得一个高度可靠的地板框架结构，现场可以通过一个方法将钢梁附着在柱子的周边上，并将其固定在立柱上的接收支架上，水泥砂浆被包装气缸和支柱之间的空间。构成：格栅框架由钢梁构成，钢筒2设置在格子框架的中心，钢梁和气缸2通过支架3焊接。另外，环形接收托架4焊接在支柱B的上部的周围，柱B被预先驱动到地面中，用于地板框架的缸体2安装在柱B的周边上并临时支撑在支架4上。然后，水泥砂浆或者类似物被填充到气缸2和柱B之间的空间中，并且还被装入柱B的上部。在这种情况下，通过适当地选择气缸2的内径，柱B可以被吸收。

6. 发明专利

JPS58178706A Caisson and its setting 失效
标题翻译： CAISSON及其设置
公开(公告)号：JPS58178706A
公开(公告)日：1983-10-19
申请号：JP6058982
申请日：1982-04-12
申请人： Sumitomo Metal Ind Ltd
发明人： MORIMOTO KIYOHIRO , YAMAKAWA SUMIO , IIDA TAKESHI
IPC分类号： E02B3/06 , E02D23/00 , E02D23/02
CPC分类号： E02B3/06
摘要： PURPOSE:To make easier the production, delivery, and handling of a caisson by a method in which split caisson units for a caisson body are vertically assembled and then connected integrally with each other with a reinforcing material thrust into a through hole vertically piercing the units. CONSTITUTION:A desired size of a caisson body A is split into caisson units 1 as precast blocks and through holes 3 piercing through vertically coupled joints 2 in an uneven form at four corners are provided in the caisson units 1. The seabed ground B is first improved, reinforcing materials 4 are driven and erected on the ground B, foot-protective stones 5 are charged around the reinforcing materials 4, the caisson units 1 delivered to a construction site are lifted up by a crane, the reinforcing materials 4 are fitted into the through holes 3, and the caisson units 1 are settled and stacked up along the reinforcing materials 4. Lastly, a grout is packed into the aperture between the through holes 3 and the reinforcing materials 4 to combine them integrally.
摘要翻译：目的：通过以下方法使沉箱的生产，运输和处理变得更容易，其中沉箱主体的分离式沉箱单元垂直组装，然后一体地连接起来，该加强材料被推入垂直穿孔单元的通孔中。构成：将沉箱A的所需尺寸分为沉箱1作为预制块，并且在沉箱1中设置穿过垂直联接接头2的四角不透明的通孔3。改进的增强材料4被驱动并竖立在地面B上，脚部保护石5装在增强材料4周围，输送到施工现场的沉箱1被起重机提升，加强材料4被装入通孔3和沉箱单元1沿着增强材料4沉降堆积。最后，将灌浆装填到通孔3和增强材料4之间的孔中，以将它们整体结合。

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