WO2021082839A1 - Npr anchor rod - Google Patents
Npr anchor rod Download PDFInfo
- Publication number
- WO2021082839A1 WO2021082839A1 PCT/CN2020/117971 CN2020117971W WO2021082839A1 WO 2021082839 A1 WO2021082839 A1 WO 2021082839A1 CN 2020117971 W CN2020117971 W CN 2020117971W WO 2021082839 A1 WO2021082839 A1 WO 2021082839A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- npr
- spiral
- steel bar
- anchor rod
- tray
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 239000002184 metal Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 abstract description 13
- 230000008093 supporting effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/02—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection having means for indicating tension
Definitions
- the utility model relates to the technical field of concrete-related new materials, in particular to an NPR anchor rod.
- the embodiment of the utility model provides an NPR bolt to solve the problem that the ordinary bolt in the prior art has low elongation and cannot meet the needs of large deformation of the surrounding rock.
- the present invention provides an NPR anchor rod, including a rod body, a tray, and a lock.
- the rod body is an NPR spiral steel bar.
- the outer surface of the NPR spiral steel bar is provided with a plurality of convex spiral ribs.
- the spiral rib has a spiral structure; the tray and the lock are directly sleeved on the tail of the NPR spiral steel bar.
- the tail of the NPR spiral steel bar is not processed.
- the yield strength of the NPR spiral steel bar is 800-950MPa
- the tensile strength is 900-1050MPa
- the deformation displacement of the NPR spiral steel bar is 200mm-350mm/m.
- the nominal diameter of the NPR bolt is 14mm-26mm.
- the tray is a metal butterfly tray.
- the lock set includes a metal lock piece and a lock sleeve that cooperate with each other.
- spiral ribs extend along the axial direction of the NPR spiral reinforcement.
- the number of the spiral ribs is 3-6.
- a plurality of the spiral ribs are evenly distributed along the circumferential direction of the NPR spiral reinforcement.
- the NPR bolt of the present invention can achieve uniform extension (200mm-350mm/m) when large deformation of the surrounding rock of the roadway occurs, and maintain a basically stable working resistance. Therefore, the NPR bolt of the present invention can pass transverse resistance and large deformation To absorb the energy of the surrounding rock, so as to still have a good supporting effect under the condition of large deformation of the surrounding rock to ensure the stability of the roadway.
- Fig. 1 is a schematic diagram of the structure of the NPR anchor rod of the embodiment of the present invention.
- Fig. 2 is a schematic diagram of the stress-strain curve of the NPR anchor rod of the embodiment of the present invention.
- an NPR anchor rod with constant resistance and large deformation includes a rod body 1, a tray 2 and a lock 3, and the rod body 1 is an NPR spiral steel bar.
- the outer surface of the steel bar is provided with a plurality of raised spiral ribs, and the spiral ribs have a spiral structure; the tray 2 and the lock 3 are directly sleeved on the tail of the NPR spiral steel bar.
- the NPR bolt of the present invention can achieve uniform extension (200mm-350mm/m) when large deformation of the surrounding rock of the roadway occurs, and maintain a basically stable working resistance. Therefore, the NPR bolt of the present invention can pass transverse resistance and large deformation To absorb the energy of the surrounding rock, so as to still have a good supporting effect under the condition of large deformation of the surrounding rock to ensure the stability of the roadway.
- the tail of the NPR spiral steel bar is not treated.
- the tail of the NPR spiral steel bar is not treated with thread rolling, etc.
- the advantage of this structure is: avoiding the stress concentration of the tail thread, thereby avoiding the situation of thread breakage at the tail, and effectively improving the elongation of the anchor rod.
- the yield strength of the NPR spiral steel bar is 800-950MPa
- the tensile strength is 900-1050MPa
- the deformation displacement of the NPR spiral steel bar is 200mm-350mm/m.
- the nominal diameter of the NPR bolt is 14mm-26mm.
- the tray 2 is a metal butterfly tray.
- the lock 3 includes a metal lock piece and a lock sleeve that cooperate with each other.
- the middle part of the tray 2 is provided with a hole for the rod 1 to pass through.
- the metal lock piece is sleeved on the tail of the rod body and combined with the lock sleeve to form a lock 3.
- the structure of the rod body 1 is as follows: the spiral ribs extend along the axial direction of the NPR spiral reinforcement.
- the number of spiral ribs is 3-6.
- a number of spiral ribs are evenly distributed along the circumferential direction of the NPR spiral reinforcement.
- the NPR bolt of the utility model can realize constant resistance and large deformation, and in the roadway where the NPR bolt of the utility model is used as a supporting device, when the surrounding rock of the roadway is deformed, the NPR bolt is uniformly stretched and the surrounding rock The deformation can be released, and while the large deformation is stretched, relatively stable working resistance has been maintained, the stability of the roadway has been realized, and the safety hazards such as roof fall and collapse have been eliminated.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Piles And Underground Anchors (AREA)
- Road Paving Structures (AREA)
Abstract
Disclosed is an NPR anchor rod, the NPR anchor rod comprising a rod body (1), a tray (2), and a lockset (3), wherein the rod body (1) is of an NPR spiral steel bar, multiple protruding spiral ribs are arranged on an outer surface of the NPR spiral steel bar, the spiral rib is of a spiral structure, and the tray (2) and the lockset (3) are directly arranged at a tail part of the NPR spiral steel bar in a sleeved manner. The NPR anchor rod can effectively solve the problems in the prior art of a common anchor rod being low in terms of elongation and being unable to meet the requirement of large deformation of surrounding rocks.
Description
本实用新型涉及混凝土相关新材料技术领域,具体而言,涉及一种NPR锚杆。The utility model relates to the technical field of concrete-related new materials, in particular to an NPR anchor rod.
现有技术中,在煤矿巷道以及隧道支护中,锚杆是应用最广,用量最多的支护设备。随着煤矿开采深度的不断加深,巷道围岩常常表现出答辩出的特点,如:软岩大变形、岩爆大变形、冲击大变形、瓦斯突出大变形。目前的支护锚杆中,锚杆杆体的延伸率低,不能适应深部巷道围岩非线性大变形破坏特征,在受到冲击载荷作用下瞬间达到其屈服强度出现锚杆破断失效,而失去承载防护能力,从而造成巷道多次返修、钢架扭曲变形、浇注混凝土开裂等破坏现象。In the prior art, in the support of coal mine roadways and tunnels, bolts are the most widely used and most used support equipment. With the continuous deepening of coal mining depth, the surrounding rock of the roadway often shows the characteristics of the defense, such as: large deformation of soft rock, large deformation of rockburst, large deformation of impact, large deformation of gas outburst. Among the current supporting bolts, the elongation of the bolt body is low, which cannot adapt to the nonlinear large deformation and failure characteristics of the surrounding rock of the deep roadway. Under the action of impact load, it reaches its yield strength instantaneously and the bolt fails to break and loses load-bearing protection. Capacity, resulting in multiple repairs of the roadway, distortion and deformation of the steel frame, and cracking of the poured concrete.
实用新型内容Utility model content
本实用新型实施例中提供一种NPR锚杆,以解决现有技术中普通锚杆存在的延伸率低、不能满足围岩大变形需要的问题。The embodiment of the utility model provides an NPR bolt to solve the problem that the ordinary bolt in the prior art has low elongation and cannot meet the needs of large deformation of the surrounding rock.
为实现上述目的,本实用新型提供了一种NPR锚杆,包括杆体、托盘以及锁具,所述杆体为NPR螺旋钢筋,所述NPR螺旋钢筋的外表面设置有凸起的多条螺旋肋,所述螺旋肋呈螺旋状结构;所述托盘和所述锁具直接套装在所述NPR螺旋钢筋的尾部。In order to achieve the above objective, the present invention provides an NPR anchor rod, including a rod body, a tray, and a lock. The rod body is an NPR spiral steel bar. The outer surface of the NPR spiral steel bar is provided with a plurality of convex spiral ribs. The spiral rib has a spiral structure; the tray and the lock are directly sleeved on the tail of the NPR spiral steel bar.
进一步地,所述NPR螺旋钢筋的尾部未做处理。Further, the tail of the NPR spiral steel bar is not processed.
进一步地,所述NPR螺旋钢筋的屈服强度800-950MPa,抗拉强度900-1050MPa,所述NPR螺旋钢筋变形位移200mm-350mm/米。Further, the yield strength of the NPR spiral steel bar is 800-950MPa, the tensile strength is 900-1050MPa, and the deformation displacement of the NPR spiral steel bar is 200mm-350mm/m.
进一步地,所述NPR锚杆的公称直径为14mm-26mm。Further, the nominal diameter of the NPR bolt is 14mm-26mm.
进一步地,所述托盘为金属蝶形托盘。Further, the tray is a metal butterfly tray.
进一步地,所述锁具包括相互配合的金属锁片和锁套。Further, the lock set includes a metal lock piece and a lock sleeve that cooperate with each other.
进一步地,所述螺旋肋沿所述NPR螺旋钢筋的轴向方向延伸设置。Further, the spiral ribs extend along the axial direction of the NPR spiral reinforcement.
进一步地,所述螺旋肋的数量为3-6条。Further, the number of the spiral ribs is 3-6.
进一步地,多条所述螺旋肋沿所述NPR螺旋钢筋的周向均匀分布设置。Further, a plurality of the spiral ribs are evenly distributed along the circumferential direction of the NPR spiral reinforcement.
本实用新型的NPR锚杆可以在巷道围岩发生大变形时实现均匀延伸(200mm-350mm/米),并保持基本稳定的工作阻力,因此本实用新型的NPR锚杆能够通过横阻、大变形来吸收围岩的能量,以在围岩大变形条件下仍然具有很好的支护作用以保证巷道的稳定。The NPR bolt of the present invention can achieve uniform extension (200mm-350mm/m) when large deformation of the surrounding rock of the roadway occurs, and maintain a basically stable working resistance. Therefore, the NPR bolt of the present invention can pass transverse resistance and large deformation To absorb the energy of the surrounding rock, so as to still have a good supporting effect under the condition of large deformation of the surrounding rock to ensure the stability of the roadway.
图1是本实用新型实施例的NPR锚杆的结构示意图;Fig. 1 is a schematic diagram of the structure of the NPR anchor rod of the embodiment of the present invention;
图2是本实用新型实施例的NPR锚杆的应力应变曲线示意图。Fig. 2 is a schematic diagram of the stress-strain curve of the NPR anchor rod of the embodiment of the present invention.
下面结合附图和具体实施例对本实用新型作进一步详细描述,但不作为对本实用新型的限定。The following describes the utility model in further detail with reference to the accompanying drawings and specific embodiments, but it is not intended to limit the utility model.
参见图1和图2所示,根据本实用新型的实施例,提供了恒阻大变形的NPR锚杆,NPR锚杆包括杆体1、托盘2以及锁具3,杆体1为NPR螺旋钢筋,NPR螺旋钢筋的外表面设置有凸起的多条螺旋肋,螺旋肋呈螺旋状结构;托盘2和锁具3直接套装在NPR螺旋钢筋的尾部。Referring to Figures 1 and 2, according to an embodiment of the present invention, an NPR anchor rod with constant resistance and large deformation is provided. The NPR anchor rod includes a rod body 1, a tray 2 and a lock 3, and the rod body 1 is an NPR spiral steel bar. The outer surface of the steel bar is provided with a plurality of raised spiral ribs, and the spiral ribs have a spiral structure; the tray 2 and the lock 3 are directly sleeved on the tail of the NPR spiral steel bar.
本实用新型的NPR锚杆可以在巷道围岩发生大变形时实现均匀延伸(200mm-350mm/米),并保持基本稳定的工作阻力,因此本实用新型的NPR锚杆能够通过横阻、大变形来吸收围岩的能量,以在围岩大变形条件下仍然具有很好的支护作用以保证巷道的稳定。The NPR bolt of the present invention can achieve uniform extension (200mm-350mm/m) when large deformation of the surrounding rock of the roadway occurs, and maintain a basically stable working resistance. Therefore, the NPR bolt of the present invention can pass transverse resistance and large deformation To absorb the energy of the surrounding rock, so as to still have a good supporting effect under the condition of large deformation of the surrounding rock to ensure the stability of the roadway.
优选地,NPR螺旋钢筋的尾部未做处理。如NPR螺旋钢筋的尾部不做滚丝等任何处理,这样的结构优点是:避免尾部螺纹应力集中,从而避免出现在尾部螺纹断裂的情况,有效地提升了锚杆的延伸率。Preferably, the tail of the NPR spiral steel bar is not treated. For example, the tail of the NPR spiral steel bar is not treated with thread rolling, etc. The advantage of this structure is: avoiding the stress concentration of the tail thread, thereby avoiding the situation of thread breakage at the tail, and effectively improving the elongation of the anchor rod.
结合图2所示的应力应变曲线示意图,本实施例中,NPR螺旋钢筋的屈服强度800-950MPa,抗拉强度900-1050MPa,NPR螺旋钢筋变形位移200mm-350mm/米。杆体最大力>210KN,伸长率>20%,杆体 锚固力>200KN,锚固长度>1m,锚件锁具承载力>210KN,托盘承载力>210KN。In combination with the stress-strain curve diagram shown in FIG. 2, in this embodiment, the yield strength of the NPR spiral steel bar is 800-950MPa, the tensile strength is 900-1050MPa, and the deformation displacement of the NPR spiral steel bar is 200mm-350mm/m. Maximum rod force>210KN, elongation>20%, rod anchoring force>200KN, anchoring length>1m, anchor lock bearing capacity>210KN, pallet bearing capacity>210KN.
优选地,NPR锚杆的公称直径为14mm-26mm。如图1所示,托盘2为金属蝶形托盘。锁具3包括相互配合的金属锁片和锁套。托盘2的中间部分设有一孔以供杆体1穿过。金属锁片套装于杆体尾部,并与锁套一起组合成锁具3。Preferably, the nominal diameter of the NPR bolt is 14mm-26mm. As shown in Figure 1, the tray 2 is a metal butterfly tray. The lock 3 includes a metal lock piece and a lock sleeve that cooperate with each other. The middle part of the tray 2 is provided with a hole for the rod 1 to pass through. The metal lock piece is sleeved on the tail of the rod body and combined with the lock sleeve to form a lock 3.
其中,杆体1的结构如下:螺旋肋沿NPR螺旋钢筋的轴向方向延伸设置。螺旋肋的数量为3-6条。多条螺旋肋沿NPR螺旋钢筋的周向均匀分布设置。The structure of the rod body 1 is as follows: the spiral ribs extend along the axial direction of the NPR spiral reinforcement. The number of spiral ribs is 3-6. A number of spiral ribs are evenly distributed along the circumferential direction of the NPR spiral reinforcement.
本实用新型的NPR锚杆可实现恒阻大变形,并且本实用新型的NPR锚杆作为支护设备的巷道中,当巷道围岩发生一定变形时,NPR锚杆随之均匀拉伸,围岩中的变形能得到释放,而在拉伸大变形的同时,一直保持比较稳定的工作阻力,实现了巷道的稳定,消除了冒顶、塌方等安全隐患。The NPR bolt of the utility model can realize constant resistance and large deformation, and in the roadway where the NPR bolt of the utility model is used as a supporting device, when the surrounding rock of the roadway is deformed, the NPR bolt is uniformly stretched and the surrounding rock The deformation can be released, and while the large deformation is stretched, relatively stable working resistance has been maintained, the stability of the roadway has been realized, and the safety hazards such as roof fall and collapse have been eliminated.
需要注意的是,这里所使用的术语仅是为了描述具体实施方式,而非意图限制根据本申请的示例性实施方式。如在这里所使用的,除非上下文另外明确指出,否则单数形式也意图包括复数形式,此外,还应当理解的是,当在本说明书中使用术语“包含”和/或“包括”时,其指明存在特征、步骤、工作、器件、组件和/或它们的组合。It should be noted that the terms used here are only for describing specific embodiments, and are not intended to limit the exemplary embodiments according to the present application. As used herein, unless the context clearly indicates otherwise, the singular form is also intended to include the plural form. In addition, it should also be understood that when the terms "comprising" and/or "including" are used in this specification, they indicate There are features, steps, works, devices, components, and/or combinations thereof.
需要说明的是,本申请的说明书和权利要求书及上述附图中的术语“第一”、“第二”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本申请的实施方式能够以除了在这里图示或描述的那些以外的顺序实施。It should be noted that the terms "first" and "second" in the specification and claims of the application and the above-mentioned drawings are used to distinguish similar objects, and are not necessarily used to describe a specific sequence or sequence. It should be understood that the data used in this way can be interchanged under appropriate circumstances, so that the embodiments of the present application described herein can be implemented in a sequence other than those illustrated or described herein.
当然,以上是本实用新型的优选实施方式。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型基本原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也视为本实用新型的保护范围。Of course, the above are the preferred embodiments of the present invention. It should be pointed out that for those of ordinary skill in the art, without departing from the basic principles of the utility model, several improvements and modifications can be made, and these improvements and modifications are also regarded as the protection scope of the utility model.
Claims (9)
- 一种NPR锚杆,包括杆体(1)、托盘(2)以及锁具(3),其特征在于,An NPR anchor rod, comprising a rod body (1), a tray (2) and a lock (3), characterized in that:所述杆体(1)为NPR螺旋钢筋,所述NPR螺旋钢筋的外表面设置有凸起的多条螺旋肋,所述螺旋肋呈螺旋状结构;The rod body (1) is an NPR spiral steel bar, and the outer surface of the NPR spiral steel bar is provided with a plurality of convex spiral ribs, and the spiral ribs have a spiral structure;所述托盘(2)和所述锁具(3)直接套装在所述NPR螺旋钢筋的尾部。The tray (2) and the lock (3) are directly sleeved on the tail of the NPR spiral steel bar.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述NPR螺旋钢筋的尾部未做处理。The NPR bolt according to claim 1, wherein the tail part of the NPR spiral steel bar is not treated.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述NPR螺旋钢筋的屈服强度800-950MPa,抗拉强度900-1050MPa,所述NPR螺旋钢筋变形位移200mm-350mm/米。The NPR bolt according to claim 1, wherein the yield strength of the NPR spiral steel bar is 800-950MPa, the tensile strength is 900-1050MPa, and the deformation displacement of the NPR spiral steel bar is 200mm-350mm/m.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述NPR锚杆的公称直径为14mm-26mm。The NPR bolt according to claim 1, wherein the nominal diameter of the NPR bolt is 14mm-26mm.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述托盘(2)为金属蝶形托盘。The NPR anchor rod according to claim 1, wherein the tray (2) is a metal butterfly tray.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述锁具(3)包括相互配合的金属锁片和锁套。The NPR anchor rod according to claim 1, wherein the lock (3) includes a metal lock piece and a lock sleeve that cooperate with each other.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述螺旋肋沿所述NPR螺旋钢筋的轴向方向延伸设置。The NPR anchor rod according to claim 1, wherein the spiral rib extends along the axial direction of the NPR spiral reinforcement.
- 根据权利要求1所述的NPR锚杆,其特征在于,所述螺旋肋的数量为3-6条。The NPR bolt according to claim 1, wherein the number of the spiral ribs is 3-6.
- 根据权利要求1所述的NPR锚杆,其特征在于,多条所述螺旋肋沿所述NPR螺旋钢筋的周向均匀分布设置。The NPR anchor rod according to claim 1, wherein a plurality of the spiral ribs are evenly distributed along the circumferential direction of the NPR spiral reinforcement.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20881138.0A EP3954862B1 (en) | 2019-10-31 | 2020-09-27 | Npr anchor rod |
JP2022519528A JP7274669B2 (en) | 2019-10-31 | 2020-09-27 | NPR lock bolt |
US17/622,948 US20220228487A1 (en) | 2019-10-31 | 2020-09-27 | Npr anchor rod |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921859383.2U CN211038693U (en) | 2019-10-31 | 2019-10-31 | NPR anchor rod |
CN201921859383.2 | 2019-10-31 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2021082839A1 true WO2021082839A1 (en) | 2021-05-06 |
Family
ID=71531456
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2020/117971 WO2021082839A1 (en) | 2019-10-31 | 2020-09-27 | Npr anchor rod |
Country Status (5)
Country | Link |
---|---|
US (1) | US20220228487A1 (en) |
EP (1) | EP3954862B1 (en) |
JP (1) | JP7274669B2 (en) |
CN (1) | CN211038693U (en) |
WO (1) | WO2021082839A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114382520A (en) * | 2022-03-25 | 2022-04-22 | 中国矿业大学(北京) | NPR anchor rod active supporting method suitable for hard rock tunnel |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN211038693U (en) * | 2019-10-31 | 2020-07-17 | 何满潮 | NPR anchor rod |
CN116201574B (en) * | 2023-05-06 | 2023-07-25 | 中国矿业大学(北京) | Rock burst active prevention and control system |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201212399Y (en) * | 2008-05-09 | 2009-03-25 | 周钢 | Fiber-reinforced plastic anchor rod fastening device |
CN104343460A (en) * | 2014-09-26 | 2015-02-11 | 徐州矿务集团有限公司 | Surrounding rock support method adopting tensioning type pre-tightening anchor rod |
US20160003279A1 (en) * | 2013-02-19 | 2016-01-07 | Firep Rebar Technology Gmbh | Anchor head and anchor nut for a tension anchor |
CN206418498U (en) * | 2016-12-07 | 2017-08-18 | 山东太极龙塑胶科技有限公司 | A kind of cage cone section expanded anchor rod |
CN108754339A (en) * | 2018-05-23 | 2018-11-06 | 何满潮 | NPR anchor poles Steel material and its production method |
CN211038693U (en) * | 2019-10-31 | 2020-07-17 | 何满潮 | NPR anchor rod |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1290040B1 (en) * | 1997-03-07 | 1998-10-19 | Marcegaglia S P A | METHOD FOR STABILIZATION OF ROCKS AND RELATIVE STABILIZER ELEMENT |
AUPP367598A0 (en) * | 1998-05-22 | 1998-06-18 | Industrial Rollformers Pty Limited | Rock bolt and method of forming a rock bolt |
AUPQ624600A0 (en) * | 2000-03-15 | 2000-04-06 | Gray, Evelyn Frances | Process for forming a threaded member |
US6881015B2 (en) * | 2002-10-16 | 2005-04-19 | Dywidag-Systems International, U.S.A., Inc. | Wedge barrel for a mine roof cable bolt |
GB2419920B (en) * | 2004-11-08 | 2009-04-29 | Automotive Motion Tech Ltd | Pump |
AU2007214341B8 (en) * | 2007-08-31 | 2015-02-19 | Sandvik Intellectual Property Ab | Rock Bolt |
US20100310323A1 (en) * | 2008-01-31 | 2010-12-09 | Fci Holdings Delaware, Inc. | Rock bolt assembly |
US8807877B1 (en) * | 2008-09-19 | 2014-08-19 | Rhino Technologies Llc | Tensionable spiral bolt with resin nut and related methods |
WO2011067797A1 (en) * | 2009-12-03 | 2011-06-09 | Elas Geotecnica S.R.L | Method and plant for producing a fiberglass profile to be used as reinforcing element for strengthening an excavation wall |
DE102010002214A1 (en) * | 2010-02-23 | 2011-08-25 | Hilti Aktiengesellschaft | Reinforcement and / or anchor bolt |
CN101858225B (en) * | 2010-06-10 | 2011-10-12 | 北京中矿深远能源环境科学研究院 | Constant resistance and large deformation anchor rod |
CN203008237U (en) | 2012-12-07 | 2013-06-19 | 天津银龙预应力材料股份有限公司 | Ultra-large-diameter high-strength spiral fin pre-stressed steel bar |
US9677399B2 (en) * | 2013-07-12 | 2017-06-13 | Minova International Limited | Yieldable rock anchor |
-
2019
- 2019-10-31 CN CN201921859383.2U patent/CN211038693U/en active Active
-
2020
- 2020-09-27 EP EP20881138.0A patent/EP3954862B1/en active Active
- 2020-09-27 JP JP2022519528A patent/JP7274669B2/en active Active
- 2020-09-27 WO PCT/CN2020/117971 patent/WO2021082839A1/en unknown
- 2020-09-27 US US17/622,948 patent/US20220228487A1/en not_active Abandoned
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201212399Y (en) * | 2008-05-09 | 2009-03-25 | 周钢 | Fiber-reinforced plastic anchor rod fastening device |
US20160003279A1 (en) * | 2013-02-19 | 2016-01-07 | Firep Rebar Technology Gmbh | Anchor head and anchor nut for a tension anchor |
CN104343460A (en) * | 2014-09-26 | 2015-02-11 | 徐州矿务集团有限公司 | Surrounding rock support method adopting tensioning type pre-tightening anchor rod |
CN206418498U (en) * | 2016-12-07 | 2017-08-18 | 山东太极龙塑胶科技有限公司 | A kind of cage cone section expanded anchor rod |
CN108754339A (en) * | 2018-05-23 | 2018-11-06 | 何满潮 | NPR anchor poles Steel material and its production method |
CN211038693U (en) * | 2019-10-31 | 2020-07-17 | 何满潮 | NPR anchor rod |
Non-Patent Citations (1)
Title |
---|
See also references of EP3954862A4 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114382520A (en) * | 2022-03-25 | 2022-04-22 | 中国矿业大学(北京) | NPR anchor rod active supporting method suitable for hard rock tunnel |
Also Published As
Publication number | Publication date |
---|---|
EP3954862A1 (en) | 2022-02-16 |
JP7274669B2 (en) | 2023-05-16 |
EP3954862B1 (en) | 2024-03-27 |
CN211038693U (en) | 2020-07-17 |
US20220228487A1 (en) | 2022-07-21 |
JP2022549922A (en) | 2022-11-29 |
EP3954862A4 (en) | 2022-12-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2021082839A1 (en) | Npr anchor rod | |
US10975696B2 (en) | Grouting anchor bolt and grouting anchor cable for supporting of large deformation and constant resistance and quantitative roadway supporting method | |
CN104265339B (en) | A kind of extruding, friction-type energy-absorption anchor rod | |
CN102644470B (en) | General energy-saving quick anchoring method and general energy-saving quick anchor rod | |
CN104033169A (en) | Impact-resistant constant-resistance anchor cable | |
CN109268047A (en) | Laminated structure and method are unloaded in a kind of supporting in bump tunnel | |
CN102330427A (en) | Stiffening pile with high uplift resistance | |
CN107060851A (en) | Twin-stage constant resistance and large deformation anchoring piece | |
CN2926509Y (en) | Roofbolt support | |
CN205445644U (en) | Interior overlength shell type pipe seam stock of wearing | |
CN110925001B (en) | Buffer protection device for preventing anchor cable from being ejected due to failure | |
CN108442954A (en) | A kind of deep anchoring pressure-type can connect pressure-relieving achor bar and application method | |
CN102536280A (en) | Resistance-increasing yielding anchor rod | |
CN107142934A (en) | A kind of expanding enlarged footing anchor bolt support | |
CN109057843B (en) | High-elongation impact-resistant anchor rod of anchoring section and anchoring method thereof | |
CN204041086U (en) | A kind of anchor pole of extensible steel strand | |
CN115354671B (en) | Anchor-pulling structure for in-situ reinforcement of dangerous rock | |
CN106640161A (en) | High-strength energy-absorbing anchor rod with good extensive quantity | |
CN209603125U (en) | A kind of concrete wedge-shaped post with ribs | |
CN107461213A (en) | Non-isometric anchor rod laneway roof timbering system | |
US20180245468A1 (en) | Cable bolts | |
CN102493441A (en) | Stress-dispersed type sand-adding anti-floating pile with high pull-out resistance and construction method thereof | |
Li | Design principles of rock support for underground excavations | |
CN112761170A (en) | Collapse prevention and control device suitable for side slope danger rock mass | |
CN112160782A (en) | Multi-stage retractable anti-falling anchor rod structure and using method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 20881138 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 2020881138 Country of ref document: EP Effective date: 20211108 |
|
ENP | Entry into the national phase |
Ref document number: 2022519528 Country of ref document: JP Kind code of ref document: A |
|
NENP | Non-entry into the national phase |
Ref country code: DE |