CN202500589U - Ladder beam for anchor rod support - Google Patents
Ladder beam for anchor rod support Download PDFInfo
- Publication number
- CN202500589U CN202500589U CN2011203308482U CN201120330848U CN202500589U CN 202500589 U CN202500589 U CN 202500589U CN 2011203308482 U CN2011203308482 U CN 2011203308482U CN 201120330848 U CN201120330848 U CN 201120330848U CN 202500589 U CN202500589 U CN 202500589U
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- CN
- China
- Prior art keywords
- ladder beam
- ladder
- racks
- connecting pieces
- anchor rod
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
Links
- 238000003466 welding Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000011435 rock Substances 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 1
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Abstract
Description
技术领域 technical field
本实用新型涉及矿山巷道支护材料领域,具体为一种焊接的锚杆支护用梯子梁。 The utility model relates to the field of mine roadway support materials, in particular to a welded ladder beam for bolt support. the
背景技术 Background technique
锚杆支护以其显著的技术经济效果被广泛应用于岩土和采矿工程中。在采用锚杆支护的工程中,多数使用梯子梁作为辅助构件,以对锚杆之间的围岩进行约束,提高围岩自身的承载能力。但现有的梯子梁一般由梁架与若干直线形连接件在梁架内侧焊接而成,焊接处近似于点接触,焊接面积小,且焊接时不易操作,质量保证较为困难,使得梯子梁抗拉强度与抗变形能力较低,当梯子梁受到较大作用力时焊接点容易开裂,从而影响锚杆支护的整体效果。 Bolt support is widely used in geotechnical and mining engineering because of its remarkable technical and economic effects. In projects using bolt support, most ladder beams are used as auxiliary components to restrain the surrounding rock between the bolts and improve the bearing capacity of the surrounding rock itself. However, the existing ladder girders are generally welded by the girder frame and several linear connectors on the inside of the girder frame. The tensile strength and deformation resistance are low. When the ladder beam is subjected to a large force, the welding point is easy to crack, which affects the overall effect of the bolt support. the
发明内容 Contents of the invention
本实用新型的目的是为了解决目前梯子梁梁架与连接条之间接触形式存在的不足,通过改进连接条的形状及其与梁架的接触形式,提供一种新型锚杆支护用梯子梁,以增强梯子梁结构的抗拉强度和抗变形能力,同时减小焊接时的操作难度。 The purpose of this utility model is to solve the deficiency of the contact form between the current ladder beam beam frame and the connecting bar, and provide a new type of ladder beam for bolt support by improving the shape of the connecting bar and its contact form with the beam frame , to enhance the tensile strength and deformation resistance of the ladder beam structure, while reducing the difficulty of operation during welding. the
本实用新型是通过以下技术方案实现的:一种矿用锚杆支护梯子梁,由两根平行的梁架(1)和若干连接件(2)通过焊接构成,将连接件(2)制成中间为直线形状、两端各有一个环的整体结构,环孔断面与梁架断面匹配并比梁架断面稍大,连接件(2)通过两端的环形孔套在梁架(1)上,梁架与连接件之间形成环形接触并焊接加固,形成焊接线(3),相邻的两个连接件与梁架共同构成锚杆孔(4)。本实用新型所述的梁架(1)的断面可以为圆形,也可以为矩形;连接件(2)为中间是直线形两端是环形的整体结构;梯子梁梁架(1)与连接件(2)的材质为钢材。 The utility model is realized through the following technical solutions: a ladder beam supported by bolts for mining is composed of two parallel beam frames (1) and several connectors (2) through welding, and the connectors (2) are made into It has a linear shape in the middle and a ring at both ends. The section of the ring hole matches the section of the beam frame and is slightly larger than the section of the beam frame. The connecting piece (2) is sleeved on the beam frame (1) through the ring holes at both ends. , the beam frame and the connecting piece form an annular contact and are welded and reinforced to form a welding line (3), and two adjacent connecting pieces and the beam frame jointly form an anchor hole (4). The section of beam frame (1) described in the utility model can be circular, also can be rectangle; Part (2) is made of steel. the
本实用新型改进了连接件的形式,使连接件与梁架之间形成环形接触并焊接加固,克服了现有梯子梁梁架与连接件点接触焊接的不足。改进后的梯子梁具有以下特点:连接件为整体结构,与梁架以环形接触形式焊接,焊接面积大;抗拉强度及抗变形能力大,在焊接处不易开裂,整体性能好;连接件套在梁架上,焊接操作方便。 The utility model improves the form of the connecting piece so that the connecting piece and the beam frame form a circular contact and are welded and reinforced, which overcomes the deficiency of point contact welding between the existing ladder beam frame and the connecting piece. The improved ladder beam has the following characteristics: the connector is an integral structure, welded with the beam frame in a circular contact form, the welding area is large; the tensile strength and deformation resistance are large, it is not easy to crack at the weld, and the overall performance is good; the connector set On the beam frame, the welding operation is convenient. the
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model. the
图2为本实用新型连接件的断面结构示意图。 Fig. 2 is a schematic cross-sectional structure diagram of the connector of the present invention. the
图3为本实用新型的断面结构示意图。 Fig. 3 is a schematic cross-sectional structure diagram of the utility model. the
具体实施方式 Detailed ways
如图1~图3所示的实施例,一种锚杆支护用梯子梁,连接件(2)套在梁架(1)上,连接件(2)两端的环孔断面比梁架断面稍大,保证梁架与连接件接触紧密,梁架与连接件形成环形接触,并通过焊接形成焊接线(3),梁架(1)与连接件(2)共同构成锚杆孔(4)。采用锚杆支护时,锚杆通过锚杆孔(4)锚入围岩,锚杆与梯子梁共同支护围岩。 The embodiment shown in Figures 1 to 3 is a ladder beam for bolt support, the connecting piece (2) is sleeved on the beam frame (1), and the cross section of the ring holes at both ends of the connecting piece (2) is larger than the cross section of the beam frame Slightly larger to ensure tight contact between the beam frame and the connector, the beam frame and the connector form a circular contact, and form a welding line (3) by welding, the beam frame (1) and the connector (2) together form the anchor hole (4) . When bolt support is adopted, the bolt is anchored into the surrounding rock through the bolt hole (4), and the bolt and the ladder beam jointly support the surrounding rock. the
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203308482U CN202500589U (en) | 2011-08-29 | 2011-08-29 | Ladder beam for anchor rod support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203308482U CN202500589U (en) | 2011-08-29 | 2011-08-29 | Ladder beam for anchor rod support |
Publications (1)
Publication Number | Publication Date |
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CN202500589U true CN202500589U (en) | 2012-10-24 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011203308482U Expired - Fee Related CN202500589U (en) | 2011-08-29 | 2011-08-29 | Ladder beam for anchor rod support |
Country Status (1)
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104033169A (en) * | 2014-06-03 | 2014-09-10 | 尤洛卡矿业安全工程股份有限公司 | Impact-resistant constant-resistance anchor cable |
CN105436734A (en) * | 2016-01-20 | 2016-03-30 | 张树林 | Full-automatic two-way welding machine for ladder beam |
CN119195819A (en) * | 2024-11-27 | 2024-12-27 | 山西大众能源发展有限公司 | Anchor ladder beam for side wall of vertical shaft tunnel |
-
2011
- 2011-08-29 CN CN2011203308482U patent/CN202500589U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104033169A (en) * | 2014-06-03 | 2014-09-10 | 尤洛卡矿业安全工程股份有限公司 | Impact-resistant constant-resistance anchor cable |
CN105436734A (en) * | 2016-01-20 | 2016-03-30 | 张树林 | Full-automatic two-way welding machine for ladder beam |
CN119195819A (en) * | 2024-11-27 | 2024-12-27 | 山西大众能源发展有限公司 | Anchor ladder beam for side wall of vertical shaft tunnel |
CN119195819B (en) * | 2024-11-27 | 2025-02-28 | 山西大众能源发展有限公司 | Anchor ladder beam for side wall of vertical shaft tunnel |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121024 Termination date: 20130829 |