首页> 外国专利> Anchor bar and arrangement for reinforcing existing components against punching shears with such anchor bar

Anchor bar and arrangement for reinforcing existing components against punching shears with such anchor bar

机译：锚杆和用于用该锚杆加固现有构件以抵抗冲剪的装置

页面导航

摘要
著录项
相似文献

摘要

An anchor bar includes an anchoring section (16; 26), a threaded section (17; 27), and an intermediate section (18; 28) located between the anchoring section (16; 26) and the threaded section (17; 27) and having an anti-adhesive surface.

机译：锚杆包括锚固段（ 16; 26 ），螺纹段（ 17; 27 ）和中间段（ 18; 28 >）位于锚固段（ 16; 26 ）和螺纹段（ 17; 27 ）之间，并具有抗粘表面。 展开▼

著录项

公开/公告号US2008080945A1

专利类型

公开/公告日2008-04-03

原文格式PDF

申请/专利权人 PETER BEE;CAMIEL DE SMET;JAKOB KUNZ;FRITZ MUENGER;NORBERT RANDL;
展开▼

申请/专利号US20070904787

发明设计人 CAMIEL DE SMET;NORBERT RANDL;JAKOB KUNZ;FRITZ MUENGER;PETER BEE;
展开▼

申请日2007-09-27

分类号F16B13/06;

国家 US

入库时间 2022-08-21 20:13:00

相似文献

专利

外文文献

中文文献

1. 一种用于压弯剪钢构件加固的套管装置 [P] . 中国专利： CN212295747U . 2021-01-05

2. 用于构件界面粘结性能单剪试验的装置 [P] . 中国专利： CN212459352U . 2021-02-02

3. Attachment for steel reinforcing bars in reinforced concrete construction, has fastener, which fixes reinforcing bar to one of pin holes on anchor rail as such that bar is close to anchor projected from anchor rail [P] . 德国专利： DE202006018541U1 . 2007-03-15

机译：用于钢筋混凝土结构中的钢筋的附件具有紧固件，该紧固件将钢筋固定到锚固轨上的一个销孔中，这样钢筋就接近从锚固轨伸出的锚固点

4. ANCHORING STRUCTURE OF REINFORCING BAR, ANCHORING METHOD OF REINFORCING BAR, JOINT STRUCTURE OF PC MEMBER, JOINT METHOD OF PC MEMBER, AND ANCHORING MEMBER [P] . 日本专利： JP2008144527A . 2008-06-26

机译：钢筋的锚固结构，钢筋的锚固方法，PC构件的连接结构，PC构件的连接方法和锚固构件

5. Shear reinforcement unit e.g. anchor rail, for reinforced concrete slab e.g. reinforced concrete cover, has vertical bar provided with recesses that proceed into adjacent recesses in horizontal bar interrupted by adjacent recesses [P] . 德国专利： DE202006007405U1 . 2007-05-24

机译：剪力增强单元，例如锚轨，用于钢筋混凝土楼板，例如钢筋混凝土覆盖层，其垂直杆上设有凹槽，凹槽进入水平杆中的相邻凹槽，水平杆被相邻凹槽中断

1. Study on range interval distance of prestressed anchor bars using update backpropagation neural network [J] . WU Shun-chuan(吴顺川), ZHANG You-pa(张友葩), GAO Yong-tao(高永涛) 煤炭学报：英文版 . 2003,第002期

2. Shear Strength Evaluation of Concrete Beams Reinforced with BFRP Bars and Steel Fibers without Stirrups [J] . Smitha Gopinath, S.Meenu, A.Ramachandra Murthy 计算机、材料和连续体(英文) . 2016,第002期

3. Arrangement of anchor reinforcement in roadway for fully mechanized sublevel caving [J] . 勾攀峰, 陈启永, 芦付松煤炭学报：英文版 . 2003,第001期

4. Stability Analysis of Cross-Channel Excavation for Existing Anchor Removal Project in Subway Construction [J] . Li Bin, Fang Hongyuan, He Wei, 工程与科学中的计算机建模(英文) . 2017,第001期

5. Punching Shear Strength of Flat Slabs Reinforced with Glass Fibre- Reinforced Polymer (GFRP) Bars [C] . Mohamed Hassan, Christian Dulude, Ehab Ahmed, Annual conference of the Canadian Society for Civil Engineering 2011 . 2011

6. Punching shear behaviour of concrete two-way slabs reinforced with glass fiber-reinforced polymer (GFRP) bars. [D] . Hassan, Mohamed Ashour Wardany. 2013

7. Punching Shear Behavior of Two-Way Concrete Slabs Reinforced with Glass-Fiber-Reinforced Polymer (GFRP) Bars [O] . Minkwan Ju, Kyoungsoo Park, Cheolwoo Park 2018

8. Structural Performance of RC Beam Influenced by Bar Arrangement of Shear Reinforcement. : Development of High Strength Shear Reinforcing Bars. [O] . 藤田貴弘, 松崎育弘, 中野克彦, 2010

9. Model for Anchored Reinforcing Bars under Seismic Excitations [R] . Monti, G., Spacone, E., Filippou, F. C. 1993

1. Anchoring Depth Research of Anti-Slide Piles of Anchor Bar in Soil [J] . Xunchang LiYuming Men School of Geological Engineering and Surveying EngineeringChang’an UniversityXi’an 710054China. . 地学前缘 . 2009,第S1期

2. 深埋隧道锚杆加固效果及其对初期支护设计影响 [C] . HE Xian-nan ,和晓楠 ,ZHOU Xiao-min . 第十三届岩土力学数值分析与解析方法研讨会 . 2018

3. 锚杆失效对框架锚杆加固边坡稳定性可靠度影响分析 [A] . 丁盛环 . 2019