WO2009021402A1 - Ensemble écrou-plateau pour un boulon d'ancrage de fibre de verre - Google Patents

Ensemble écrou-plateau pour un boulon d'ancrage de fibre de verre Download PDF

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Publication number
WO2009021402A1
WO2009021402A1 PCT/CN2008/001448 CN2008001448W WO2009021402A1 WO 2009021402 A1 WO2009021402 A1 WO 2009021402A1 CN 2008001448 W CN2008001448 W CN 2008001448W WO 2009021402 A1 WO2009021402 A1 WO 2009021402A1
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WO
WIPO (PCT)
Prior art keywords
nut
tray
tray assembly
assembly according
anchoring
Prior art date
Application number
PCT/CN2008/001448
Other languages
English (en)
French (fr)
Inventor
Yuting Cui
Original Assignee
Yuting Cui
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yuting Cui filed Critical Yuting Cui
Publication of WO2009021402A1 publication Critical patent/WO2009021402A1/zh

Links

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
    • E21D21/0086—Bearing plates
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B39/00—Locking of screws, bolts or nuts
    • F16B39/22—Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening
    • F16B39/28—Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by special members on, or shape of, the nut or bolt
    • F16B39/36—Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by special members on, or shape of, the nut or bolt with conical locking parts, which may be split, including use of separate rings co-operating therewith
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B33/00—Features common to bolt and nut
    • F16B33/008—Corrosion preventing means

Definitions

  • the present invention relates to a nut-tray assembly for a threaded anchor, and more particularly to a nut-tray assembly for a glass fiber threaded anchor. Background technique
  • the anchor is a support tool with a large amount of mine.
  • Bolts made of fiberglass are generally used because the tensile strength of the fiberglass anchors is much higher than that of the metal anchors, and it is easy to cut and does not generate sparks when cutting.
  • the glass fiber anchor has the advantages of no electromagnetic reflection, high strength, light weight, corrosion resistance, etc., and thus is increasingly used.
  • the bolts need to be fixed with nuts and the nuts should also be made of non-metallic parts.
  • the nuts for fixing glass fiber threaded anchors are made of high-strength engineering plastics, but their strength is not ideal, cracks occur, and tensile strength is not high.
  • the nut In order to increase the strength of the nut, the nut is generally thicker and larger, so that the manufacturing cost is high and the use is inconvenient. Moreover, the bearing capacity of the existing anchor nut is not enough, and the broken wire and the nut are often broken. In addition, if the current nut is too tightly fitted with the fiberglass anchor, it is very laborious to screw the nut; if the nut and the fiberglass anchor are too loose, the bearing capacity will be affected.
  • a nut assembly for a glass fiber full-threaded anchor is disclosed in Chinese Patent Application No. 200610201409.5, filed on December 26, 2006, which can be easily screwed onto a fiberglass anchor. In use, the tight fit of the nut and the anchor can be ensured to enhance the load carrying capacity. However, the size of the nut assembly is relatively large, and the height is about 120 mm. After use, the cross-sectional area of the roadway is increased, and the mining cost is increased; and the number of components is large, and the manufacturing cost is high. Summary of the invention
  • the present invention provides a nut-tray assembly for a fiberglass threaded anchor.
  • a nut-tray assembly for a glass fiber threaded anchor comprising: a nut having a polygonal cylinder at one end and a tapered cylinder at the other end; and a tray sleeved on the nut On the tapered cylinder.
  • the nut is rounded At least one groove is opened in the cylinder.
  • the tray is provided with a conical inner bore, the taper of the inner bore of the conical surface matching the taper of the tapered cylinder of the nut.
  • the tray is provided with a reinforcing boss, and the reinforcing boss is provided with two or more reinforcing ribs.
  • At least one reinforcing ring is embedded in the inner bore of the tray.
  • the nut and the tray are made of high strength engineering plastic, for example, made of fiberglass material.
  • the nut and the tray are tapered and have a groove in the nut, so that the nut can be tighter with the bolt under the action of the tray.
  • the combination greatly increases the bearing capacity of the nut-tray assembly. And this kind of nut
  • the tray assembly has few components, small size and height of only 60mm, which can reduce production costs, reduce the cross-sectional area of the roadway, and greatly reduce the mining cost.
  • Figure 1 is a schematic view showing the structure of a nut-tray assembly according to the present invention
  • Figure 2 is a schematic view showing the nut structure of the nut-tray assembly according to the present invention
  • Figure 3 is a side view of Figure 2;
  • FIG. 4 is a schematic view showing a tray structure of a nut-tray assembly according to the present invention.
  • FIG. 5 is a side view of FIG.
  • a nut-tray assembly for a glass fiber threaded anchor according to an embodiment of the present invention will be described in detail below with reference to Figs.
  • the nut-tray assembly includes a nut 1 and a tray 2.
  • One end of the nut 1 is a polygonal cylinder 3 for fixing and tightening the nut.
  • the other end of the nut 1 is a tapered cylinder 4.
  • the internal thread 5 of the nut 1 has a tooth profile that matches the external thread profile of the fiberglass threaded anchor.
  • At least one groove may be formed in the tapered cylinder 4 of the nut 1, and in the present embodiment, two grooves 6 are symmetrically opened. Those skilled in the art will appreciate that more slots can be formed in the tapered cylinder 4 as desired.
  • the tapered cylinder 4 of the nut 1 is covered with a tray 2.
  • the tray 2 When the tray 2 is placed over the tapered cylindrical body 4 of the nut 1, the groove 6 can be tightened to closely fit the nut 1 to the fiberglass threaded anchor to improve the load carrying capacity of the nut-tray assembly.
  • the tray 2 is provided with a conical inner hole 7, the taper of which matches the taper of the conical cylinder 4 of the nut 1.
  • a reinforcing boss 8 is provided on the tray 2, two or more reinforcing ribs 9 are provided on the reinforcing boss 8, and one or more reinforcing rings 10 are embedded in the inner hole 7 of the tray 2. .
  • the reinforcing ring 10 can be made of high strength metal.
  • the nut 1 and the tray 2 described above can be made of high-strength engineering plastics (for example, FRP materials).
  • the nut-tray assembly according to this embodiment has a height of only 60 mm.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Pallets (AREA)
  • Road Signs Or Road Markings (AREA)

Description

玻璃纤维螺紋锚杆用的螺母 -托盘组合件 技术领域
本发明涉及一种螺纹锚杆用的螺母-托盘组合件，尤其涉及一种玻璃纤 维螺紋锚杆用的螺母-托盘组合件。 背景技术
锚杆是矿山用量很大的支护用具。目前一般使用玻璃纤维制成的锚杆， 这是因为玻璃纤维锚杆的抗拉强度远超过金属锚杆， 且易于切割， 切割时 不会产生火花。 另外， 玻璃纤维锚杆具有无电磁反射、 强度高、 重量轻、 耐腐蚀等优点， 因而应用日益广泛。 锚杆需要用螺母来固定， 而螺母也应 使用非金属件。 目前， 固定玻璃纤维螺紋锚杆的螺母用高强度工程塑料制 作， 但其强度不够理想， 会产生裂纹， 抗拉强度不高。 为了提高螺母的强 度一般将螺母做的比较厚， 比较大， 因而制作成本高， 使用也不方便。 而 且现有锚杆螺母的承载力也不够， 经常会发生打坏丝牙、螺母脱落的情况。 另外现在的螺母如果和玻璃纤维锚杆配合太紧， 在旋螺母的时候很费力； 如果螺母和玻璃纤维锚杆配合太松则会影响承载能力。 申请日为 2006 年 12月 26日递交的中国未决发明专利申请 200610201409.5公开了一种玻璃 纤维全螺紋锚杆用的螺母组合件， 这种螺母组合件可以轻松地旋在玻璃纤 维锚杆上， 在使用时又可以保证螺母和锚杆的紧密配合， 增强承载能力。 但这种螺母组合件尺寸比较大， 高度在 120mm左右，使用后会增加巷道的 横断面积， 增加开采成本； 而且构件多， 制作成本较高。 发明内容
针对现有技术的问题，本发明的提供一种玻璃纤维螺紋锚杆用的螺母- 托盘組合件。
根据本发明的一个方面，提供了一种玻璃纤维螺紋锚杆用的螺母 -托盘 組合件， 包括： 螺母， 其一端为多边形柱体， 另一端为锥形圓柱体； 以及 托盘， 其套在螺母的锥形圆柱体上。
根据一个具体实施例， 在本发明的螺母-托盘组合件中， 螺母的雉形圆 柱体上开设有至少一个槽。
根据一个具体实施例， 在本发明的螺母-托盘组合件中， 托盘设有圆锥 面内孔， 圆锥面内孔的锥度与螺母的锥形圆柱体的锥度相配。
根据一个具体实施例， 在本发明的螺母-托盘组合件中， 托盘上设有加 强凸台， 在加强凸台上设有两个或两个以上的加强筋板。
根据一个具体实施例， 在本发明的螺母-托盘组合件中， 托盘的内孔中 镶有至少一个加强环。
才艮据一个具体实施例， 在本发明的螺母-托盘组合件中， 螺母和托盘由 高强度工程塑料制成， 例如， 由玻璃钢材料制成。
在根据本发明的玻璃纤维螺紋锚杆用的螺母-托盘组合件中，螺母和托 盘采用锥形配合， 并在螺母上开有槽， 因而在托盘的作用下， 螺母可以和 锚杆更紧密的结合， 大大增加了螺母-托盘组合件的承载力。 并且这种螺母
-托盘组合件构件少， 尺寸小， 高度只有 60mm, 因而可降低生产成本， 还 可减少巷道的横断面积， 大大地降低了开采成本。 附图说明
以下参照附图详细描述本发明的实施方式， 其中：
图 1是示出根据本发明的螺母-托盘组合件结构的示意图；
图 2是示出根据本发明的螺母 -托盘组合件的螺母结构的示意图； 图 3是图 2的侧视图；
图 4是示出根据本发明的螺母-托盘组合件的托盘结构的示意图； 图 5是图 4的侧视图。
附图中的标记为：
1-螺母
2-托盘
3-多边形柱体
4-锥形圆柱体
5-内螺紋
6-槽
7-圓锥面内孔 8-加强凸台
9-加强筋板
10-加强环 具体实施方式
下面参照图 1至图 5详细描述根据本发明一个实施例的玻璃纤维螺紋 锚杆用的螺母-托盘组合件。
该螺母-托盘组合件包括螺母 1和托盘 2。 螺母 1的一端为多边形柱体 3 , 以便于固定和旋紧螺母。 螺母 1的另一端为锥形圆柱体 4。 螺母 1的内 螺紋 5的齿形与玻璃纤维螺紋锚杆所具有的外螺紋齿形相配。 螺母 1的锥 形圆柱体 4上可以开设有至少一个槽， 在本实施例中， 对称地开有两个槽 6。本领域技术人员可以理解，可以根据需要在锥形圆柱体 4上开设更多的 槽。 螺母 1的锥形圆柱体 4上套有托盘 2。 当托盘 2套在螺母 1的锥形圆 柱体 4上时， 槽 6可以收紧， 使螺母 1与玻璃纤维螺紋錨杆紧密配合， 以 提高螺母 -托盘组合件的承载能力。 托盘 2设有圆锥面内孔 7， 其锥度与螺 母 1的锥形圆柱体 4的锥度相配。 在托盘 2上设有加强凸台 8, 在加强凸 台 8上设有两个或两个以上的加强筋板 9, 并在托盘 2的内孔 7中镶有一 个或一个以上的加强环 10。 加强环 10可以用高强度的金属制成。 上述的 螺母 1和托盘 2可用高强度工程塑料（例如， 玻璃钢材料） 制成。 根据该 实施例的螺母-托盘组合件的高度仅 60mm。
虽然以上出于描述性的目的描述了本发明的优选实施例， 但本领域技 术人员应该认识到， 在不背离本发明精神和范围的前提下， 可对该实施方 案进行各种修改和替换。

Claims

权利要求:
1. 玻璃纤维螺紋锚杆用的螺母-托盘组合件， 包括：
螺母 （1) , 其一端为多边形柱体 （3) , 另一端为锥形圆柱体 （4) ； 以及
托盘 （2) ， 套在所述螺母 （ 1) 的锥形圓柱体（4) 上。
2. 根据权利要求 1所述的螺母-托盘组合件， 其中， 所述螺母（1) 的 锥形圆柱体 （4) 上开设有至少一个槽 （6) 。
3. 根据权利要求 1所述的螺母-托盘组合件， 其中， 所述托盘（2)设 有圆锥面内孔 (7) , 所述圆锥面内孔 (7)的锥度与所述螺母（1)的锥形 圓柱体 （4) 的锥度相配。
4. 根据权利要求 3所述的螺母-托盘组合件， 其中， 所述托盘（2)上 设有加强凸台 （8) , 在所述加强凸台 （8) 上设有两个或两个以上的加强 筋板 (9) 。
5. 根据权利要求 4所述的螺母-托盘组合件， 其中， 所述托盘（2) 的 内孔 （7) 中镶有至少一个加强环 （10) 。
6. 根据权利要求 1至 5中任一权利要求所述的螺母-托盘组合件， 其 中， 所述螺母 （1) 和所述托盘 （2) 由高强度工程塑料制成。
7. 根据权利要求 6所述的螺母-托盘組合件， 其中， 所述螺母（1)和 所述托盘 （2) 由玻璃钢材料制成。
PCT/CN2008/001448 2007-08-14 2008-08-11 Ensemble écrou-plateau pour un boulon d'ancrage de fibre de verre WO2009021402A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN200720200821.5 2007-08-14
CNU2007202008215U CN201144943Y (zh) 2007-08-14 2007-08-14 玻璃纤维全螺纹锚杆用的螺母组合件

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WO2009021402A1 true WO2009021402A1 (fr) 2009-02-19

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101892851B (zh) * 2010-06-29 2012-08-29 武汉科技大学 一种金属矿山锚杆支护方法
CN101892855A (zh) * 2010-06-29 2010-11-24 武汉科技大学 一种金属矿用高承载力的玻璃钢锚杆
CN102374219B (zh) * 2010-08-18 2014-04-09 张一平 用于锚杆组件的螺母
CN102828761A (zh) * 2012-09-05 2012-12-19 淮南市顺辉锚固有限公司 全螺纹玻璃纤维复合中空注浆锚杆
CN102900081A (zh) * 2012-11-11 2013-01-30 青岛理工大学 一种非金属抗浮锚杆及其锚固方法
CN106013175A (zh) * 2016-07-20 2016-10-12 江苏中矿立兴能源科技有限公司 植筋托盘

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GB2201216A (en) * 1987-02-21 1988-08-24 Ronald Ivor Heal Locking of screw threaded fasteners
JPH01150011A (ja) * 1987-12-07 1989-06-13 Toshiba Plant Kensetsu Co Ltd ボルト用締付具
US5570976A (en) * 1991-07-26 1996-11-05 J.J.P. Geotechnical Engineering Pty. Ltd. Cable bolt
CN2246047Y (zh) * 1995-08-10 1997-01-29 煤炭科学研究总院太原分院 预紧力可控制的紧固装置
GB2339255A (en) * 1998-07-04 2000-01-19 Mclaren Alison Stewart Locking nut and fastener assembly
CN1247946A (zh) * 1998-09-15 2000-03-22 林仲义 可顺畅螺进且具有轴力直接指示的防松螺帽
CN1975185A (zh) * 2006-12-26 2007-06-06 崔志军 增强型玻璃纤维全螺纹锚杆用的螺母组合件
CN200940494Y (zh) * 2006-06-14 2007-08-29 崔志军 一种玻璃纤维全螺纹锚杆用的螺母组合件
CN200943505Y (zh) * 2006-09-03 2007-09-05 中国矿业大学 一种防松复合托盘

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2201216A (en) * 1987-02-21 1988-08-24 Ronald Ivor Heal Locking of screw threaded fasteners
JPH01150011A (ja) * 1987-12-07 1989-06-13 Toshiba Plant Kensetsu Co Ltd ボルト用締付具
US5570976A (en) * 1991-07-26 1996-11-05 J.J.P. Geotechnical Engineering Pty. Ltd. Cable bolt
CN2246047Y (zh) * 1995-08-10 1997-01-29 煤炭科学研究总院太原分院 预紧力可控制的紧固装置
GB2339255A (en) * 1998-07-04 2000-01-19 Mclaren Alison Stewart Locking nut and fastener assembly
CN1247946A (zh) * 1998-09-15 2000-03-22 林仲义 可顺畅螺进且具有轴力直接指示的防松螺帽
CN200940494Y (zh) * 2006-06-14 2007-08-29 崔志军 一种玻璃纤维全螺纹锚杆用的螺母组合件
CN200943505Y (zh) * 2006-09-03 2007-09-05 中国矿业大学 一种防松复合托盘
CN1975185A (zh) * 2006-12-26 2007-06-06 崔志军 增强型玻璃纤维全螺纹锚杆用的螺母组合件

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