| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 21 | Einbau einwalzbarer Straßenöffnungsdeckel | DE102013016718 | 2013-09-28 | DE102013016718B4 | 2017-09-28 | RIEDLBERGER ROBERT; RIEDLBERGER MARKUS |
| Verfahren zum Einbau von einwalzbaren Straßenöffnungsdeckeln, wobei nach der Herstellung des Asphaltbelags und nach dessen abschließender Verdichtungswalzung die Mitte der Strassenöffnung geortet und mittels eines Werkzeuges eine passgenaue Bohrung hergestellt wird, die in den Durchmesserabmessungen und der Form des Auflagerbereichs eng und/oder gleich an die Kontur und die Außendurchmesser des Straßendeckelringkörpers angepasst ist, dadurch gekennzeichnet, dass die Tiefe der passgenauen Bohrung (7) im Auflagerbereich (8) so eingestellt wird, dass der Straßendeckelringkörper (1) beim Einsetzen um einen Betrag (4) über die Oberfläche (9) der fertigen, endverdichteten Asphaltdecke (5) herausragt und dass der Straßendeckelringkörper (1) mit oder ohne Erhitzung formschlüssig in die passgenaue Bohrung (7) der Asphaltdecke (5) bündig zur Oberfläche (9) eingedrückt wird. | ||||||
| 22 | Einrichtung zur Halterung eines länglichen Gegenstandes | CH300295 | 1995-10-24 | CH692209A5 | 2002-03-15 | MUELLER KURT |
| 23 | Selbsthemmender Straßenöffnungsdeckel | DE102013016021 | 2013-09-26 | DE102013016021A1 | 2014-10-16 | RIEDLBERGER ROBERT; RIEDLBERGER MARKUS |
| Die Erfindung beschreibt eine Vorrichtung und ein Verfahren zum Einbau von Straßenöffnungsdeckeln, wie Kanaldeckel oder Straßenkappen in eine Straßendeckschicht. | ||||||
| 24 | Stone to fasten a recessed part | DE8216196 | 1982-06-04 | DE8216196U1 | 1985-01-24 | |
| 25 | Method and device for fastening mounting parts | DE3221031 | 1982-06-04 | DE3221031A1 | 1983-12-08 | SCHWARZ WOLFGANG |
| In a method for fastening a mounting part to a repair point in a road, the mounting part is inserted into a concrete bed made in the repair point and aligned in the wet concrete bed in relation to the road. For making large-surface connections between the mounting part and the repair point, special stones are used. To implement the method, the stones are shaped according to the design of the mounting part in such a manner that they are adapted both to the mounting part and to the respective repair point. The stones are designed as concrete stones. | ||||||
| 26 | METHOD AND MACHINE FOR SLIP FORMING MEDIAN BARRIER WALLS FOR HIGHWAYS | CA370757 | 1981-02-12 | CA1147187A | 1983-05-31 | GODBERSEN HAROLD W |
| This invention pertains to a method and machine for slip forming concrete wall structures such as median barrier walls for highways. The slip form comprises a pair of opposite side walls each of which has a skirt member retractable and extensible relative to the lower portion thereof. A top wall separate from the side walls is mounted on the machine frame between the upper portions of the side walls, and each side wall and associated skirt member is movable as a unit relative to the top wall and each skirt member is independently movable relative to an associated side wall. The side walls are adjustably supported on the machine frame for adjustment laterally of the machine frame to accommodate top walls of varying widths and the top wall is vertically adjustable relative to the machine frame independently of the side walls. Power means provide for a controlled relative movement of the side walls, skirt members and top wall and the relative arrangement of the side walls and top wall is such that a glare shield can be formed over any selected section of the barrier wall without interrupting the continuous advance of the machine in the forming of the barrier wall with linear and reversely curved sections. | ||||||
| 27 | FORMERS | GB4465672 | 1972-09-27 | GB1436315A | 1976-05-19 | |
| 1436315 Concrete paving GRASS CONCRETE Ltd 28 Aug 1973 [27 Sept 1972] 44656/72 Heading E1G Concrete paving is formed by laying on a base formwork comprising a plurality of bodies or projections 13 detachably secured to a framework 11, casting concrete through the apertures and between bodies 13, and then removing the framework. The bodies 13 may be two part and one part may be removed with the framework. The bodies may be solid or hollow and may taper from the end secured to the frame. The bodies are partially or wholly removed from the concrete after it has set, and the voids filled with soil seeded with grass, plastics, or gravel. | ||||||
| 28 | 一种双面叠合剪力墙划线装模装置 | CN202223081819.4 | 2022-11-21 | CN219430489U | 2023-07-28 | 徐胜水; 张荣谦; 吴映卿; 邱乾勇; 蔡鑫; 伍重瑞; 窦小龙; 陈胜; 徐久闳 |
| 本实用新型提供的一种双面叠合剪力墙划线装模装置，涉及划线装模技术领域,包括：四个底座，四个所述底座的内表壁均活动插设有第一螺纹杆，四个所述第一螺纹杆的外表壁均旋转连接有第一滑块。旋转其中两个第一螺纹杆，就会带动支撑桥进行纵向移动，旋转第二螺纹杆，就会带动第二滑块进行横向移动，这时启动水泵，就会抽取集水箱内的喷漆，喷漆由第二导管进入到喷头，再由喷头喷出，这样就能完成划线的工作，旋转其中两个第一螺纹杆，就会带动机械臂进行纵向移动，机械臂通过电磁吸盘抓取模具，再由扫描仪扫描所画的线，然后根据线的位置对模具进行摆放，这样就解决了现有技术中装置需要分步骤进行划线装模等工作，导致装模效率低下的问题。 | ||||||
| 29 | 一种调节钢侧模标高的工具 | CN202221991739.X | 2022-07-31 | CN217948708U | 2022-12-02 | 马亚洲; 孟小欢; 刘琪琪 |
| 本实用新型公开了一种调节钢侧模标高的工具，包括用于将钢侧模钩起的挂钩机构、与挂钩机构连接的压杆、位于压杆下方且位于压杆提供支点的支撑机构，所述挂钩机构包括通过安装套与压杆的右端活动连接的连接体、与连接体的钩体，钩体设置两个，两个钩体分别位于连接体的前后两侧，本实用新型支撑机构、压杆和挂钩机构的设置，采用杠杆的原理，且挂钩机构钩住钢侧模的底部使钢侧模向上移动，有效解决了现有传统技术钢侧模标高调整时费时费力的问题，相比较传统技术能实现“少人工、高效率、更安全”的效果，且工具具有携带方便、操作简单的优点。 | ||||||
| 30 | 一种公路工程施工用的辅料机 | CN202220012015.X | 2022-01-05 | CN216474414U | 2022-05-10 | 王保明 |
| 本实用新型公开了一种公路工程施工用的辅料机，涉及到公路施工设备领域，包括两个对称分布的安装架，两个安装架的两端分别设置有上夹块和下夹块，安装架包括两个对称分布的安装板，两个安装板相互靠近的一端分别固定连接有U形块和凸块。本实用新型通过设置两个安装架，两个安装架的两端分别设置有上夹块和下夹块，两个上夹块和两个下夹块可以将模板的四角处夹紧，从而方便了对模板的吊装，通过设置螺杆和双向螺套，转动双向螺套可以调整两个螺杆之间的距离，进而可以调整两个安装板之间的距离，使得两个上夹块和两个下夹块之间的距离可以被调整，方便了装置对弧形模板进行夹持。 | ||||||
| 31 | 一种矩形边沟模板整体安拆车 | CN201921894468.4 | 2019-11-05 | CN211113067U | 2020-07-28 | 李腾飞; 李小丰; 李永平; 李月在; 李晓坡; 张永顺; 燕军亮; 肖高诵; 陈轩; 李爱国; 宋幸芳 |
| 本实用新型涉及建筑施工设备技术领域，尤其是一种矩形边沟模板整体安拆车。它包括移动车体、设置于移动车体的顶部的吊装横梁及设置于吊装横梁的左右端部的模板悬吊组件；模板悬吊组件包括模板紧绳器，模板紧绳器包括设置于吊装横梁的端部的龙门吊架、与龙门吊架作轴转连接的承力轮轴、设置于承力轮轴的一端的棘轮、转动地设置于龙门吊架上并位于棘轮的周侧的棘爪、设置于承力轮轴的另一端的插孔轴头和一端连接于承力轮轴上的挂绳吊具。本实用新型可便于施工作业人员对边沟模板进行位置移动以完成对边沟模板的安装、拆除、固定及移位等操作，有效地避免了传统施工中因需要人工搬运及安放边沟模板而产生的费时费力、作业效率低下的问题。 | ||||||
| 32 | 一种道面拆模器 | CN201820432657.9 | 2018-03-28 | CN208088076U | 2018-11-13 | 廖勇; 樊帆; 刘龙五; 唐静; 米艳; 王洋 |
| 本实用新型公开了一种道面拆模器，包括撬杠、拉杆和支杆，撬杠底部横向焊接有支板，撬杠侧面焊接有挂件，拉杆一端与挂件连接，拉杆另一端与钢模板连接，支杆竖向插入地面基层，撬杠的支板与支杆露出地面部相抵接，撬杠包括细管和粗管，细管上设置有伸缩装置，细管套在粗管内通过伸缩装置连接；撬杠具有可伸缩、占用空间小的优点。 | ||||||
| 33 | 道面拆模器 | CN201320365274.1 | 2013-06-25 | CN203320387U | 2013-12-04 | 刘建东; 杨扬; 高建华; 刘庆瑞; 侯俊刚; 黄向荣; 陈雪春 |
| 一种道面拆模器，包括撬杠、拉杆和支杆，所述撬杠底部横向焊接有支板，撬杠侧面焊接有挂件，所述拉杆一端与挂件连接，另一端与钢模板连接，所述支杆竖向插入地面基层，撬杠的支板与支杆露出地面部分相抵。本实用新型由撬杠和钢筋焊接制作，制造方法简单，用材普遍，可就地取材。该拆模器有效地克服了传统拆模方式对道面混凝土成品的损伤，使具有初始强度的混凝土受到的扰动降至最低，减少了掉边掉角以及企口损坏等质量通病的产生。与传统工艺相比，本实用新型大大缩短了拆模作业时间，提高了模板周转率，避免了传统拆模工艺的棍撬锤砸，施工更加安全、环保。本实用新型可广泛应用于机场场道、市政工程水泥混凝土道面常用支立式模板的拆除。 | ||||||
| 34 | Einbau einwalzbarer Straßenöffnungsdeckel | DE102013016718 | 2013-09-28 | DE102013016718A1 | 2014-10-16 | RIEDLBERGER ROBERT; RIEDLBERGER MARKUS |
| Die Erfindung beschreibt ein Verfahren zum nachträglichen Einbau von Straßenöffnungsdeckeln. | ||||||
| 35 | DE2749952C2 - | DE2749952 | 1977-11-08 | DE2749952C2 | 1979-11-15 | SCHULZ, WERNER, 6000 FRANKFURT; BRUEGGEMANN, HORST, 6246 GLASHUETTEN |
| 36 | Track undercarriage with means for hourse rails in their Laengsrichtung | DE2749952 | 1977-11-08 | DE2749952B1 | 1979-03-29 | SCHULZ WERNER; BRUEGGEMANN HORST |
| 37 | DEVICE FOR FORMING HOLES IN CONCRETE SLABS AND PAVEMENTS | GB2010072 | 1972-05-01 | GB1405178A | 1975-09-03 | |
| 1405178 Forming holes in concrete paving ROBERT McGREGOR & SONS Ltd 26 April 1973 [1 May 1972] 20100/72 Headings E1G and E1S In a method and device for moulding fixture holes in a concrete slab laid by a paving machine, tubular or other plugs 18 are pressed into the wet concrete through respective holes 17 in a finishing plate 10 and are subsequently removed - as by a hand tool, Fig. 4 (not shown). The pneumatic or hydraulic plug-pressing ram 13 shown is mounted on a cross piece 13, Fig. 3 (not shown) supported by uprights (12) on which slides a cross-head (14) carrying a pair of plungers 16 for pressing two plugs 18 simultaneously. | ||||||
| 38 | Improvements in and relating to formwork | GB3937162 | 1962-10-17 | GB1066552A | 1967-04-26 | SEWELL JOHN BARRINGTON; BEAUCHAMP DOUGLAS |
| 1,066,552. Formwork for casting road haunches. ACROW (ENGINEERS) Ltd. Nov. 7, 1963 [Oct. 17, 1962], No. 39371/62. Heading E1S. Formwork for casting the haunches of a road comprise pairs of forms 2, 3 having uprights 6 to each of which is welded one of a pair of horizontal members 12, 14 which extend beyond the opposite upright and on which are welded angle members 18 or 20 engaging the opposite upright casting position, links 22, 24 connecting the angle members to a lifting plate 10. When the plate 10 is lifted by a crane the angle members are drawn together and the upper ends of the uprights 6 are separated, thus stripping the forms outwardly. When the members 12, 14 engage stops 8 the forms are lifted clear of the casting. The uprights each comprise two angle members embracing both horizontal members which are locked in cast position by wedges 26, 28 passing through holes in the members. The stops 8 are bolts and distance pieces connecting the two parts of the uprights. The shuttering has screw adjustable supports 46. | ||||||
| 39 | Machine for the implementation of pavings and coverings | FR934027 | 1963-05-07 | FR1375725A | 1964-10-23 | |
| 40 | MULTI-STAGE APPARATUS FOR INSTALLING TUBULAR GOODS | PCT/US2014/044973 | 2014-06-30 | WO2015002910A1 | 2015-01-08 | HENDERSON, Kris |
A pipe gripping assembly includes, among other components, a fluid conducting swivel (30), a fluid-powered linear actuator (20) and a pipe gripping assembly (40). The linear actuator has a central rod mounted within a multi-stage, segmented barrel assembly. Each barrel segment acts as a piston, with control fluid forces being transmitted to the barrel assembly to selectively extend or retract the barrel assembly in order to engage or disengage the pipe gripping assembly. By aggregating such force, the total combined force generated by the barrel piston assemblies, the actuator assembly of the present invention can operate using pneumatic control fluid, and can operate at much lower control fluid pressures than other actuators. |
||||||
QQ群二维码
意见反馈
意见反馈