CN202023570U - Hydraulic support of integral top beam with telescopic beam - Google Patents

Hydraulic support of integral top beam with telescopic beam Download PDF

Info

Publication number
CN202023570U
CN202023570U CN2011200942264U CN201120094226U CN202023570U CN 202023570 U CN202023570 U CN 202023570U CN 2011200942264 U CN2011200942264 U CN 2011200942264U CN 201120094226 U CN201120094226 U CN 201120094226U CN 202023570 U CN202023570 U CN 202023570U
Authority
CN
China
Prior art keywords
top beam
extensible canopy
stiffener
deckle board
whole top
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 - Lifetime
Application number
CN2011200942264U
Other languages
Chinese (zh)
Inventor
贾一
包冬生
刘国柱
张守祥
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.)
Chinacoal Beijing Coal Mining Machinery Co Ltd
Original Assignee
Chinacoal Beijing Coal Mining Machinery Co Ltd
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 Chinacoal Beijing Coal Mining Machinery Co Ltd filed Critical Chinacoal Beijing Coal Mining Machinery Co Ltd
Priority to CN2011200942264U priority Critical patent/CN202023570U/en
Application granted granted Critical
Publication of CN202023570U publication Critical patent/CN202023570U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model discloses a hydraulic support of an integral top beam with a telescopic beam, wherein the front end of the top beam is provided with a frame plate; the two ends of the frame plate at the front end of the top beam are respectively provided with a strengthening plate; the strengthening plates are provided with notches; the end parts of the frame plate are inserted into the notches; and the strengthening plates and the frame plate are fixed in a welding way at the notches. The structural design is carried out on the part of the frame plate, which is most likely being crushed or torn, therefore, the strength of the frame plate of the top beam is effectively improved, the frame plate is stronger and more durable, and the possibility of damage is greatly reduced.

Description

The whole top beam hydraulic rack that contains extensible canopy
Technical field
The utility model relates to a kind of hydraulic support, relates in particular to a kind of whole top beam hydraulic rack that contains extensible canopy.
Background technology
Current, the employed hydraulic support of each big coal mine fully-mechanized mining working of China, its back timber is many all to be the pattern that overall structure contains built-in extensible canopy.For the back timber of this kind structural shape, the deckle board of its front end is a part that is damaged by pressure by the extensible canopy of institute's load-bearing easily (basic pressure is to come from top board), and in case damage just is difficult to reparation.Particularly for the hydraulic support of high workload resistance, this kind phenomenon is more general.
And owing to be subjected to the restriction of back timber structure, deckle board can not design too widely again or too thick self intensity of improving makes it avoid damaging.
Summary of the invention
The purpose of this utility model provides a kind of whole top beam hydraulic rack that contains extensible canopy, and this deckle board of whole back timber that contains extensible canopy is more solid, durable.
The purpose of this utility model is achieved through the following technical solutions:
The whole top beam hydraulic rack that contains extensible canopy of the present utility model, the front end of back timber is provided with deckle board, the two ends of described deckle board are respectively equipped with stiffener, described stiffener has gap, the end of described deckle board is inserted in the described gap, and at described opening position that described stiffener and the welding of described deckle board is fixing.
The technical scheme that is provided by above-mentioned the utility model as can be seen, the whole top beam hydraulic rack that contains extensible canopy that the utility model embodiment provides, because the two ends of the deckle board of back timber front end are respectively equipped with stiffener, stiffener has gap, the end of deckle board is inserted in the described gap, and at opening position that described stiffener and the welding of described deckle board is fixing.Carry out structure design by the place that crushes easily most and tear at deckle board, effectively raise the intensity of back timber deckle board, make deckle board more solid, durable, greatly reduce the possibility of damage.
Description of drawings
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, the accompanying drawing of required use is done to introduce simply in will describing embodiment below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skill in the art, under the prerequisite of not paying creative work, can also obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 a is the structural representation that contains the whole top beam hydraulic rack of extensible canopy of the present utility model;
Fig. 1 b is that the K of Fig. 1 a is to schematic diagram;
Fig. 2 stretches out back back timber deckle board pressurized schematic diagram for extensible canopy;
Fig. 3 a is the structural representation of back timber deckle board in the utility model;
Fig. 3 b is the left view of Fig. 3 a;
Fig. 4 a is the structural representation of stiffener in the utility model;
Fig. 4 b is the vertical view of Fig. 4 a;
Fig. 5 prevents that for stiffener in the utility model possesses " anti-cutting piece " effect coal mining machine roller from cutting the schematic diagram of back timber.
The specific embodiment
Below in conjunction with the accompanying drawing among the utility model embodiment, the technical scheme among the utility model embodiment is clearly and completely described, obviously, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on embodiment of the present utility model, those of ordinary skills belong to protection domain of the present utility model not making the every other embodiment that is obtained under the creative work prerequisite.
The whole top beam hydraulic rack that contains extensible canopy of the present utility model, its preferable specific embodiment is:
The front end of back timber is provided with deckle board, and the two ends of described deckle board are respectively equipped with stiffener, and described stiffener has gap, and the end of described deckle board is inserted in the described gap, and at described opening position that described stiffener and the welding of described deckle board is fixing.
Described stiffener can be the thick steel plate of 40~60mm, is the thick steel plate of 50mm such as stiffener.
The lower end of described stiffener can be used as the anti-cutting piece of described back timber front end.
About 18X45 ° groove can be opened in the front of described stiffener and base, and the groove of about 20X70 can be opened in the back of described stiffener.
This hydraulic support can be two column protected type support or four post support shield type support.The front end of described extensible canopy can not hinged wall supporting or hinged one-level wall supporting or hinged secondary wall supporting.
The whole top beam hydraulic rack that contains extensible canopy of the present utility model, at the front end of back timber, the thick steel plate of 50mm is respectively welded in the both sides of deckle board, and (thickness of steel plate can be adjusted according to concrete design, is generally 40~60mm) weak parts that encase deckle board.Simultaneously, increase the thickness of deckle board and the width of outer rim as far as possible, improve self intensity.Carry out structure design by the place that crushes easily most and tear at deckle board, effectively raise the intensity of back timber deckle board, make deckle board more solid, durable, greatly reduce the possibility of damage.
Specific embodiment, extremely shown in Figure 5 as Fig. 1:
Shown in Fig. 1 a, Fig. 1 b, comprise back timber 1, stiffener 2, deckle board 3, extensible canopy 4.
Shown in Fig. 2, Fig. 3 a, Fig. 3 b, when the front end of extensible canopy 4 was subjected to the pressure F of top board, for deckle board 3, its weak link was mainly at 6 places, pressurized turning, both sides.The front end of extensible canopy 4 can have wall supporting 5, also can not be with wall supporting 5.
Shown in Fig. 4 a, Fig. 4 b, the about 40~60mm of the thickness of stiffener 2 is behind the open and clear mouth 7, be attached to set cap 1 front end both sides, the width of gap and the degree of depth depend on the thickness and the height of deckle board 3, and gap 7 wraps in deckle board 2 avris weak links in the stiffener 2, and weld the border.Three limit bevels of gap 7 are filled and led up welding with deckle board 2.About 18X45 ° groove is opened on stiffener 2 fronts and base, avoids stiffener 2 seamed edges to hurt sb.'s feelings the thickness that weakens simultaneously, good looking appearance; Groove long about 20X70 is opened in stiffener 2 back, and purpose is " to sting frame " between left and right in the process of trying to stop people from fighting each other.
The weak link of deckle board 3 is mainly at 6 places, pressurized turning, both sides, and the encirclement through stiffener 2 is strengthened this weak link, makes deckle board 3 can bear the bigger pressure from extensible canopy 4 and down-hole top board.
As shown in Figure 5, stiffener 2 also has the effect of " anti-cutting piece ".In the back timber of many supports of prior art, in back timber front end specialized designs " anti-cutting piece " arranged through regular meeting, cut set cap 1 to prevent coal mining machine roller 8.
In the concrete hydraulic support of using of the utility model, comprise back timber, extensible canopy.Extensible canopy both can hinged wall supporting, also can not hinged wall supporting, and also can hinged secondary side protecting mechanism; Support both can be the two column protected type pattern, also can be the four post support shield type pattern.
The utility model is simple in structure, is convenient to implement, and the intensity height, good reliability is particularly useful for having in the hydraulic support of integral top beam of built-in extensible canopy.
The above; it only is the preferable specific embodiment of the 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 claims.

Claims (9)

1. whole top beam hydraulic rack that contains extensible canopy, the front end of back timber is provided with deckle board, it is characterized in that, the two ends of described deckle board are respectively equipped with stiffener, described stiffener has gap, the end of described deckle board is inserted in the described gap, and at described opening position that described stiffener and the welding of described deckle board is fixing.
2. the whole top beam hydraulic rack that contains extensible canopy according to claim 1 is characterized in that, described stiffener is the thick steel plate of 40~60mm.
3. the whole top beam hydraulic rack that contains extensible canopy according to claim 2 is characterized in that, described stiffener is the thick steel plate of 50mm.
4. according to claim 1, the 2 or 3 described whole top beam hydraulic racks that contain extensible canopy, it is characterized in that the lower end of described stiffener is as the anti-cutting piece of described back timber front end.
5. the whole top beam hydraulic rack that contains extensible canopy according to claim 5 is characterized in that 18X45 ° groove is opened on the front of described stiffener and base, and the groove of 20X70 is opened in the back of described stiffener.
6. according to claim 1, the 2 or 3 described whole top beam hydraulic racks that contain extensible canopy, it is characterized in that this hydraulic support is two column protected cribbing or four post support shield type support.
7. the whole top beam hydraulic rack that contains extensible canopy according to claim 6 is characterized in that, not hinged wall supporting of the front end of described extensible canopy or hinged one-level wall supporting or hinged secondary wall supporting.
8. the whole top beam hydraulic rack that contains extensible canopy according to claim 4 is characterized in that, this hydraulic support is two column protected cribbing or four post support shield type support.
9. the whole top beam hydraulic rack that contains extensible canopy according to claim 8 is characterized in that, not hinged wall supporting of the front end of described extensible canopy or hinged one-level wall supporting or hinged secondary wall supporting.
CN2011200942264U 2011-04-01 2011-04-01 Hydraulic support of integral top beam with telescopic beam Expired - Lifetime CN202023570U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200942264U CN202023570U (en) 2011-04-01 2011-04-01 Hydraulic support of integral top beam with telescopic beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200942264U CN202023570U (en) 2011-04-01 2011-04-01 Hydraulic support of integral top beam with telescopic beam

Publications (1)

Publication Number Publication Date
CN202023570U true CN202023570U (en) 2011-11-02

Family

ID=44848522

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200942264U Expired - Lifetime CN202023570U (en) 2011-04-01 2011-04-01 Hydraulic support of integral top beam with telescopic beam

Country Status (1)

Country Link
CN (1) CN202023570U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155245A (en) * 2011-04-01 2011-08-17 中煤北京煤矿机械有限责任公司 Integral ejecting beam hydraulic bracket comprising telescopic beam
CN104533481A (en) * 2014-11-11 2015-04-22 兖州煤业股份有限公司 Fully mechanized mining face support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155245A (en) * 2011-04-01 2011-08-17 中煤北京煤矿机械有限责任公司 Integral ejecting beam hydraulic bracket comprising telescopic beam
CN102155245B (en) * 2011-04-01 2012-10-17 中煤北京煤矿机械有限责任公司 Integral ejecting beam hydraulic bracket comprising telescopic beam
CN104533481A (en) * 2014-11-11 2015-04-22 兖州煤业股份有限公司 Fully mechanized mining face support

Similar Documents

Publication Publication Date Title
CN102536289A (en) Two-column shielding large-center distance and ultrahigh-working resistance hydraulic support for medium-thickness coal seam
RU121861U1 (en) TWO-POSITION TWO-POINT HYDRAULIC FASTENERS FOR DESTRUCTION OF A LOW-LOCATED Upper Bundle of a coal seam
CN202023570U (en) Hydraulic support of integral top beam with telescopic beam
CN203362199U (en) End-head hydraulic support for fully mechanized mining face
CN102155245B (en) Integral ejecting beam hydraulic bracket comprising telescopic beam
CN201424948Y (en) Mobile side guard device and hydraulic support
CN104018866A (en) Double four-bar linkage mechanism low-position blasting coal hydraulic support
CN203769819U (en) Box-type base column nest structure
CN203239375U (en) Low sublevel caving coal support
CN201013399Y (en) Rotary type two-stage side-protection device
CN204899265U (en) Simply construct construction protection net
CN202832239U (en) Rotary excavating drilling machine movable arm and rotary excavating drilling machine
CN201747391U (en) Two-stage lateral protection transition bracket of large mining height working surface
CN203594464U (en) Edge protecting beam structure of hydraulic support and hydraulic support
CN208546180U (en) Super large mining high-covering type hydraulic bracket
CN102080556A (en) Transitional bracket for mechanized large mining height working face of coal
CN207647538U (en) Two column hydraulic support of dibit balance jack
CN102080557A (en) Split type side guard device applicable for transition support of large coal mining height fully-mechanized face
CN202296990U (en) Hydraulic support and guide rail mechanism of advancing jack and fully-mechanized face thereof
CN203008946U (en) Hydraulic support
CN205587888U (en) Positioner for hydraulic support
CN207701153U (en) The one totally-enclosed shield support device of type soil property coal working face
CN204457814U (en) Non-body structure connecting rod
CN201771530U (en) Coal mining support suitable for filling gangue
CN204282350U (en) A kind of uplift pile pile extension connected node

Legal Events

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

Granted publication date: 20111102

Effective date of abandoning: 20130227

RGAV Abandon patent right to avoid regrant