CN203066993U - U-shaped shed frame roadway supporting structure - Google Patents

U-shaped shed frame roadway supporting structure Download PDF

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Publication number
CN203066993U
CN203066993U CN 201320088133 CN201320088133U CN203066993U CN 203066993 U CN203066993 U CN 203066993U CN 201320088133 CN201320088133 CN 201320088133 CN 201320088133 U CN201320088133 U CN 201320088133U CN 203066993 U CN203066993 U CN 203066993U
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CN
China
Prior art keywords
shaped frame
section steel
channel
shaped
notch
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Expired - Fee Related
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CN 201320088133
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Chinese (zh)
Inventor
张毅
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China University of Mining and Technology Beijing CUMTB
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China University of Mining and Technology Beijing CUMTB
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Priority to CN 201320088133 priority Critical patent/CN203066993U/en
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Abstract

The embodiment of the utility model discloses a U-shaped shed frame roadway supporting structure, and relates to the technical filed of supporting of deep soft roadways with high ground temperature and high stress, and aims to reduce the larger deformation of the roadways. The U-shaped shed frame roadway supporting structure comprises at least two U-shaped shed frames supported in the roadway at an interval, channel steel connected to the legs and/or tops of the two adjacent U-shaped shed frames, and lock clamps arranged at the connection parts of the channel steel and the U-shaped shed frames; and the channel steel is fixed on the U-shaped shed frames. The supporting structure is suitable for supporting underground roadways, especially underground deep roadways.

Description

A kind of U-shaped frame roadway support structure
Technical field
The utility model relates to the roadway support technical field, relates in particular to the roadway support structure that adopts U-shaped frame.
Background technology
At present, along with growing continuously and fast of Chinese national economy, particularly the demand of coal resources is increasing to the energy, and the superficial part coal resources are progressively deficient, and China's coal-mine exploits particularly that the mining area, east has entered the deep mining category mostly.The reserves of coal resources in China buried depth below 1000m have 2.95 * 1012t, account for 53% of coal resources in China gross reserves greatly.According to incompletely statistics, China had and hundreds of the pit mining degree of depth was surpassed 1000m present stage, wherein, the Zhao Gezhuan of Luan office opens a mine, the Sun Cun colliery of new river in Shangdong Province office, mines such as Hua Feng colliery are adopted and are reached 1300m deeply, simultaneously, China's average mining depth in state-owned emphasis colliery increases year by year with the speed of 10~25m/a, expectation will have more collieries to enter the mining depth scope of 1000~1500m in following 20 years China, corresponding is because the complexity day by day of mining conditions and the continuous increase of the degree of depth with it, increasing deep tunnel presents the feature of soft-rock tunnel, this has very large difference with adopting traditional support pattern and method, and some do not occur in the superficial part recovery process or very few engineering project disaster problem that occurs also displays in more tangible mode in deep mining simultaneously.Deep tunnel country rock body is under high ground temperature, the high-stress state, presented the soft rock characteristic that tangible large deformation ground is pressed and continued rheology for a long time, this has higher requirement to well lane engineering construction and support technology, and deep tunnel supporting problem also more and more becomes one of difficult problem of deep mining.
From domestic and foreign literature, up to the present still there are not means in full force and effect to solve the difficult supporting difficult problem of Deep Soft Rock Tunnel large deformation both at home and abroad, this mainly is owing to the continuous increase along with the coal mining degree of depth, high ground temperature, highland are pressed and are manifested obviously, stress of primary rock redistribution, occur stress in the roadway surrounding rock and concentrate, also there are many unknown solutions in its deep tunnel failure mechanism of while etc., and these all make the deep tunnel support technology become a big technical barrier of deep mining engineering.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of U-shaped scaffolding structure body roadway support structure, can effectively reduce the moderate finite deformation in tunnel.
For achieving the above object, embodiment of the present utility model adopts following technical scheme:
A kind of U-shaped scaffolding structure body roadway support structure comprises:
At least two U-shaped frames, supporting is in the tunnel spaced reciprocally;
Channel-section steel is connected shank and/or the top of two adjacent U-shaped frames;
Locker is arranged on the junction of described channel-section steel and U-shaped frame, and described channel-section steel is fixed on the described U-shaped frame, forms U-shaped scaffolding structure body.
Wherein, the two ends of described channel-section steel offer notch respectively; In the intersection of described steel tank and U-shaped frame, the notch of opening on the channel-section steel and the interlock of U-shaped frame phase.
Wherein, the cross section of described U-shaped frame is V-shaped; The notch of opening on the described channel-section steel is V-shaped, and described U-shaped frame is stuck in the V-type notch on the described channel-section steel.
Wherein, the distance on the bottom of described notch and channel-section steel base is 30mm.
Wherein, described locker is the straightway composition that a semi arch adds two ends.
The U-shaped frame roadway support structure that the utility model embodiment provides, couple together respectively with shank and the top of channel-section steel with adjacent U-shaped frame, each U-shaped frame is worked no longer separately, but play support action with an integral body, so can better resist the shoulder in tunnel and the distortion at base angle, thereby can effectively reduce the moderate finite deformation in tunnel.
Description of drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation of the U-shaped frame roadway support of embodiment of the present utility model structure;
Fig. 2 be along A-A among Fig. 1 to sectional view;
Fig. 3 is the front view of channel-section steel among the U-shaped frame roadway support structure embodiment of the present utility model;
Fig. 4 is the vertical view of channel-section steel among the U-shaped frame roadway support structure embodiment of the present utility model;
Fig. 5 is the left view of channel-section steel among the U-shaped frame roadway support structure embodiment of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing a kind of U-shaped frame roadway support structure of the utility model embodiment is described in detail.
Should be clear and definite, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making all other embodiment that obtain under the creative work prerequisite, all belong to the scope of the utility model protection.
Referring to Figure 1 and Figure 2, the utility model embodiment provides a kind of U-shaped frame roadway support structure, comprising: at least two U-shaped frames 1, and supporting is in the tunnel spaced reciprocally; Channel-section steel 2 is connected shank and/or the top of two adjacent U-shaped frames; Locker 3 is arranged on the junction of described channel-section steel and U-shaped frame, and described channel-section steel is fixed on the described U-shaped frame.
The U-shaped frame roadway support structure that the utility model embodiment provides, couple together respectively with shank and the top of channel-section steel with adjacent U-shaped frame, each U-shaped frame is worked no longer separately, but play support action with an integral body, so can better resist the shoulder in tunnel and the distortion at base angle, thereby can effectively reduce the moderate finite deformation in tunnel.
Referring to shown in Figure 4, be connected stablely more and firmly in order to make between channel-section steel 2 and the U-shaped frame 1, offer notch 21 respectively at the two ends of described channel-section steel 2; In the intersection of described steel tank and U-shaped frame, the notch of opening on the channel-section steel 21 and U-shaped frame 1 phase interlock.
In the aforementioned embodiment, the cross section of described U-shaped frame 1 is V-shaped; Correspondingly, the notch of opening on the described channel-section steel 2 21 is V-shaped, and described U-shaped frame 1 is stuck in the V-type notch on the described channel-section steel 2.Make notch to cooperate preferably with the exterior contour of U-shaped frame like this, make the connection between the two more firm.
For guaranteeing the intensity of channel-section steel, can U-shaped frame be connected solid and reliablely, can prevent from again because of the deformation trend of U-shaped frame the notch of channel-section steel being wrecked, thereby make the situation of connection effect forfeiture of described channel-section steel take place, preferably, the distance h on the bottom of described notch 21 and channel-section steel 1 base is 30mm.
Preferably, described channel-section steel employing model is 12.0 equilateral crooked channel-section steel, makes described channel-section steel itself have stronger non-deformability.
In the aforementioned embodiment, described locker 3 is the straightway composition that a semi arch adds two ends.Referring to Fig. 2-shown in Figure 5, locker is located in the locker hole 4 on the channel-section steel 1, and adopts nut 5 fastening.
Among the utility model one embodiment, the installation process of channel-section steel on U-shaped frame is as follows:
(1) determines the channel-section steel setting height(from bottom), choose two of channel-section steel fixedly locker positions.
Two end cut steel installation sites, tunnel are the lateral wall centre position that base plate plays the 800mm height, and the channel-section steel installation site of U-shaped frame two drift angles is the position that base plate plays (stress concentrated position) 2638mm height.
(2) in position, coal seam, correspondence U-shaped frame back, utilize drilling tool to dig the coal seam, allow to locker is installed thereafter, cutting is installed on this position with locker after arriving to a certain degree, makes two sections straightways of locker towards the inboard, tunnel.Finish the installation work of two lockers according to this.
After (3) two locker installations, four straightways of corresponding locker make it pass locker hole on the channel-section steel, tighten hold-down nut, and channel-section steel is fixed on the U-shaped frame, can use spring washer according to circumstances.
For keeping channel-section steel to be connected in order, the second emissions groove steel is installed on 300mm place under the first emissions groove steel, and namely base plate plays 500mm, 2338mm position, the 3rd emissions groove steel return back to the first emissions groove molten steel and put down, and namely base plate plays 800mm, 2638mm position, move in circles successively, guarantee that installation work carries out smoothly.
U-shaped frame roadway support structure of the present utility model is adapted to the supporting to underworkings, is particularly useful for the supporting of deep tunnel.
The above; it only is the specific embodiment of the present utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claim.

Claims (5)

1. a U-shaped frame roadway support structure is characterized in that, comprising:
At least two U-shaped frames, supporting is in the tunnel spaced reciprocally;
Channel-section steel is connected shank and/or the top of two adjacent U-shaped frames;
Locker is arranged on the junction of described channel-section steel and U-shaped frame, and described channel-section steel is fixed on the described U-shaped frame.
2. U-shaped frame roadway support structure according to claim 1 is characterized in that the two ends of described channel-section steel offer notch respectively;
In the intersection of described steel tank and U-shaped frame, the notch of opening on the channel-section steel and the interlock of U-shaped frame phase.
3. U-shaped frame roadway support structure according to claim 2 is characterized in that the cross section of described U-shaped frame is V-shaped;
The notch of opening on the described channel-section steel is V-shaped, and described U-shaped frame is stuck in the V-type notch on the described channel-section steel.
4. according to claim 2 or 3 described U-shaped frame roadway support structures, it is characterized in that the distance on the bottom of described notch and channel-section steel base is 30mm.
5. U-shaped frame roadway support structure according to claim 1 is characterized in that, described locker is the straightway composition that a semi arch adds two ends.
CN 201320088133 2013-02-26 2013-02-26 U-shaped shed frame roadway supporting structure Expired - Fee Related CN203066993U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320088133 CN203066993U (en) 2013-02-26 2013-02-26 U-shaped shed frame roadway supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320088133 CN203066993U (en) 2013-02-26 2013-02-26 U-shaped shed frame roadway supporting structure

Publications (1)

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CN203066993U true CN203066993U (en) 2013-07-17

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CN (1) CN203066993U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670464A (en) * 2013-12-19 2014-03-26 山东华宁矿业集团有限公司 Roadway interlocking reinforced type U-shaped shed
CN109404006A (en) * 2018-11-13 2019-03-01 西安科技大学 A kind of assembled preliminary bracing
CN110778345A (en) * 2019-11-01 2020-02-11 中国矿业大学(北京) Roadway waste rock blocking device and installation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670464A (en) * 2013-12-19 2014-03-26 山东华宁矿业集团有限公司 Roadway interlocking reinforced type U-shaped shed
CN109404006A (en) * 2018-11-13 2019-03-01 西安科技大学 A kind of assembled preliminary bracing
CN110778345A (en) * 2019-11-01 2020-02-11 中国矿业大学(北京) Roadway waste rock blocking device and installation method thereof

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C14 Grant of patent or utility model
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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130717

Termination date: 20180226

CF01 Termination of patent right due to non-payment of annual fee