CN205422735U - Hard and soft combination supporting construction - Google Patents

Hard and soft combination supporting construction Download PDF

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Publication number
CN205422735U
CN205422735U CN201620221025.9U CN201620221025U CN205422735U CN 205422735 U CN205422735 U CN 205422735U CN 201620221025 U CN201620221025 U CN 201620221025U CN 205422735 U CN205422735 U CN 205422735U
Authority
CN
China
Prior art keywords
shaped steel
arc
straight
tunnel
supporting construction
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.)
Withdrawn - After Issue
Application number
CN201620221025.9U
Other languages
Chinese (zh)
Inventor
冯文凯
刘志刚
何山玉
白慧林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Univeristy of Technology
Original Assignee
Chengdu Univeristy of Technology
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 Chengdu Univeristy of Technology filed Critical Chengdu Univeristy of Technology
Priority to CN201620221025.9U priority Critical patent/CN205422735U/en
Application granted granted Critical
Publication of CN205422735U publication Critical patent/CN205422735U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a roadway support field, hard and soft combination supporting construction especially, hard and soft combination supporting construction, the arc U shaped steel portion at top of roadway that arranges, straight U shaped steel arranges at tunnel both sides wall, arc U shaped steel passes through U shaped steel clamping cable with U shaped steel directly and is connected, the sleeper has been arranged between the country rock in arc U shaped steel, straight U shaped steel and tunnel, the U type groove opening of arc U shaped steel and straight U shaped steel is towards the sleeper, the bottom plate is laid in the tunnel bottom, cable wire end -to -end connection encloses into the shape of tunnel cross section, distributes below the U type inslot and bottom plate of the U type inslot of arc U shaped steel, straight U shaped steel. The utility model provides a hard and soft combination supporting construction, U shaped steel play rigid support's effect, and when impact load destroyed U shaped steel, its inside cable wire played flexible supprot effect, from the transition period that rigid support strutted to the flexibility, is exactly the cushioning effect of this supporting construction to impact load to play anti effect of dashing.

Description

Rigid flexible system supporting construction
Technical field
This utility model relates to roadway support field, especially rigid flexible system supporting construction.
Background technology
In China, intensification along with coal mining depth, and supporting continues to increase needed for tunnel, the destruction of bump is aggravated the most again, existing support pattern is the most all the supporting construction under static pressure from surrounding rock, it is difficult to the anti-impact supporting difficult problem that reply is current, because some new support patterns must be proposed again, although up to now, many scholars are had to propose many counter-measures, but these measures, or be that supporting effect is preferable, but cost increases substantially, or do not reach the ideal effect of supporting exactly.
Utility model content
It is the highest that problem to be solved in the utility model is to provide a kind of cost, and the supporting construction that anti-impact is effective.
This utility model be the technical scheme is that
Rigid flexible system supporting construction, is made up of the U-shaped steel of arc, straight U-shaped steel, U-shaped steel card cable, cable wire, sleeper, base plate;The U-shaped steel of arc is arranged in top, tunnel, and straight U-shaped steel is arranged in two side, tunnel, and the U-shaped steel of described arc is connected by U-shaped steel card cable with straight U-shaped steel;The U-shaped steel of arc, between straight U-shaped steel and the country rock in tunnel, it is disposed with sleeper;The U-type groove opening of the U-shaped steel of arc and straight U-shaped steel is towards sleeper;Base plate paving is bottom tunnel;Described cable wire head and the tail connect and surround the shape of tunnel cross section, are distributed in the U-type groove of the U-shaped steel of arc, in the U-type groove of straight U-shaped steel and base plate is following.
The rigid flexible system supporting construction that this utility model provides, U-shaped steel plays the effect of rigid protection, when shock loading destroys U-shaped steel, its internal cable wire plays flexible support effect, transition stage from rigid protection to flexible support, it is exactly the cushioning effect of this supporting construction impact loading, thus plays the effect of anti-impact.
Accompanying drawing explanation
Fig. 1 is this utility model structure diagram;
Fig. 2 is the layout schematic diagram of U-shaped steel and cable wire.
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.
As depicted in figs. 1 and 2, rigid flexible system supporting construction, it is made up of the U-shaped steel of arc 1, straight U-shaped steel 2, U-shaped steel card cable 3, cable wire 4, sleeper 5, base plate 6;The U-shaped steel of arc 1 is arranged in top, tunnel, and straight U-shaped steel 2 is arranged in two side, tunnel, and the U-shaped steel of described arc 1 is connected by U-shaped steel card cable 3 with straight U-shaped steel 2;The U-shaped steel of arc 1, between straight U-shaped steel 2 and the country rock 7 in tunnel, it is disposed with sleeper 5;The U-type groove opening of the U-shaped steel of arc 1 and straight U-shaped steel 2 is towards sleeper 5;Base plate 6 is laid on bottom tunnel;Described cable wire 4 head and the tail connect and surround the shape of tunnel cross section, are distributed in the U-type groove of the U-shaped steel of arc 1, in the U-type groove of straight U-shaped steel 2 and base plate 6 is following.
First cable wire 4 head and the tail of certain length are connected and be arranged in the U-shaped steel of arc 1 U-type groove with straight U-shaped steel 2, U-shaped for arc steel 1 is erected at inside tunnel with straight U-shaped steel 2 distance as requested, then sleeper 5 spacing as requested is arranged between country rock 7 and the U-shaped steel of arc 1, straight U-shaped steel 2, after erection completes, cable wire 4 on the ground is laid roadway floor 6.
Below it is only concrete exemplary applications of the present utility model, protection domain of the present utility model is not constituted any limitation.The technical scheme that all employing equivalents or equivalence are replaced and formed, within the scope of all falling within this utility model rights protection.

Claims (1)

1. rigid flexible system supporting construction, it is characterised in that: it is made up of the U-shaped steel of arc (1), straight U-shaped steel (2), U-shaped steel card cable (3), cable wire (4), sleeper (5), base plate (6);The U-shaped steel of arc (1) is arranged in top, tunnel, and straight U-shaped steel (2) is arranged in two side, tunnel, and the U-shaped steel of described arc (1) is connected by U-shaped steel card cable (3) with straight U-shaped steel (2);It is disposed with sleeper (5) between the U-shaped steel of arc (1), straight U-shaped steel (2) and the country rock (7) in tunnel;The U-type groove opening of the U-shaped steel of arc (1) and straight U-shaped steel (2) is towards sleeper (5);Base plate (6) is laid on bottom tunnel;Described cable wire (4) head and the tail connect and surround the shape of tunnel cross section, are distributed in the U-type groove of the U-shaped steel of arc (1), in the U-type groove of straight U-shaped steel (2) and base plate (6) is following.
CN201620221025.9U 2016-03-21 2016-03-21 Hard and soft combination supporting construction Withdrawn - After Issue CN205422735U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620221025.9U CN205422735U (en) 2016-03-21 2016-03-21 Hard and soft combination supporting construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620221025.9U CN205422735U (en) 2016-03-21 2016-03-21 Hard and soft combination supporting construction

Publications (1)

Publication Number Publication Date
CN205422735U true CN205422735U (en) 2016-08-03

Family

ID=56547619

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620221025.9U Withdrawn - After Issue CN205422735U (en) 2016-03-21 2016-03-21 Hard and soft combination supporting construction

Country Status (1)

Country Link
CN (1) CN205422735U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649646A (en) * 2016-03-21 2016-06-08 成都理工大学 Rigid-flexible combined supporting structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649646A (en) * 2016-03-21 2016-06-08 成都理工大学 Rigid-flexible combined supporting structure
CN105649646B (en) * 2016-03-21 2018-12-21 成都理工大学 Rigid flexible system supporting construction

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20160803

Effective date of abandoning: 20181221

AV01 Patent right actively abandoned