SU1257187A1 - Method for supporting mine workings - Google Patents
Method for supporting mine workings Download PDFInfo
- Publication number
- SU1257187A1 SU1257187A1 SU843851181A SU3851181A SU1257187A1 SU 1257187 A1 SU1257187 A1 SU 1257187A1 SU 843851181 A SU843851181 A SU 843851181A SU 3851181 A SU3851181 A SU 3851181A SU 1257187 A1 SU1257187 A1 SU 1257187A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- mesh
- lining
- face
- erected
- rock
- Prior art date
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
Изобретение относитс к горным работам, а именно к способам креплени горных выработок, и может быт использовано при проведении горных выработок буровзрывньм способом с нанесением набрызгбетона на металлическую сетку, осуществл емьм вйлед за подвиганием забо .The invention relates to mining operations, in particular to methods of fastening mining operations, and can be used during mining operations in a drilling-and-explosive method with application of sprayed concrete onto a metal grid, carried out following the bottom-hole advance.
Целью изобретени вл етс обеспечение защиты крепи от ударов кусков породы при взрывании шпуров в забое.The aim of the invention is to protect the lining against blows of rock pieces when blasting holes in the bottomhole.
На фиг.1 изображен торец возведенной крепи со стороны забо вы работки} на фиг.2 - разрез А-А на фиг.1.Figure 1 shows the end of the erected support from the side of the slaughter} in figure 2 - section A-A in figure 1.
Технологи способа креплени горных выработок заключаетс в следующем .The method of fastening the mine workings is as follows.
Вслед за подвиганием забо 1 осуществл ют возведение набрызгбе- 7ОННОЙ крепи, состо щей из закрепленной на контуре выработки сетки 2 и нанесенного на нее сло на- брызгбетонной смеси 3. Торец возве денной крепи обычно отстает от грут ди забо 1. Величина отставани зависит от устойчивости пород. Сетку 2 монтируют с запасом длины. ПослеFollowing the advancement of the slab 1, the construction of a splash-7NON lining consisting of a grid 2 fixed on the contour and a layer of the sprayed concrete mix 3 applied to it is carried out. The butt of the raised lining usually lags behind the bottom of the slab 1. rocks. Grid 2 is mounted with a margin of length. After
10ten
«5"five
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возведени участка крепи сеткой 2 огибают торец нанесенного сло набрызгбетонной смеси 3 и размещают ее вдоль поверхности возведенной 5 крепи, закрепл в таком положении любым способом, например при помощи металлической проволоки. Дл предотвращени пр мого воздействи и амортизации силы удара кусков горной породы при взрывании шпуров в забое между поверхностью сетки 2 и крепью устанавливают демпфирующие прокладки 4, например дерев нные брусь . Энерги удара кусков породы амортизируетс сеткой 2 и демпфирующими прокладками 4, вследствие чего возведенна крепь не нарушаетс . Демпфирующие прокладки 4 можно устанавливать как вдоль, так и поперек выработки . Запас длины сетки 2 устанавливают равным рассто нию от торца возведенной крепи до конца участка разброса породы вдоль выработки. После очередного взрывани шпуров в забое загнутый конец сетки 2 отсоедин ют от крепи, выпр мл ют и размещают вдоль незакрепленного участка выработки, затем нанос т на сетку 2 слой набрызгбетонной смеси. 30 Далее цикл работы повтор етс ,the erection of a support area with a grid 2 envelops the end of the applied layer of sprayed concrete mix 3 and places it along the surface of the erected 5 support, secured in this position in any way, for example using metal wire. To prevent the direct impact and damping of the force of impact of rock pieces when blasting holes in the bottomhole, damping pads 4, for example, wooden bars, are installed between the surface of the grid 2 and the support. The impact energy of the rock pieces is absorbed by the net 2 and the damping pads 4, as a result of which the erected support is not disturbed. Damping pads 4 can be installed both along and across the mine. The margin of the length of the grid 2 is set equal to the distance from the end of the erected support to the end of the section of the rock spread along the working. After another blasting in the bottom hole, the folded end of the grid 2 is detached from the support, straightened and placed along the non-fixed section of the excavation, then a layer of concrete mix is applied onto the grid 2. 30 Next, the work cycle is repeated,
-А-BUT
2020
2525
Редактор Н. Слобод никEditor N. Slobod Nick
iflug.2iflug.2
Составитель Л. БерезкинаCompiled by L. Berezkina
Техред Л.Сердюкова Корректор А. ЗимокососTehred L. Serdyukova Proofreader A. Zimokosos
Заказ 4889/25Order 4889/25
Тираж 470ПодписноеCirculation 470 Subscription
ВНИИПИ Государственного комитета СССРVNIIPI USSR State Committee
по делам изобретений и открытий 113035, Москва, Ж-35, Раушска наб., д. 4/5for inventions and discoveries 113035, Moscow, Zh-35, Raushsk nab., 4/5
Производственно-полиграфическое предпри тие, г. Ужгород, ул. Проектна ,4Production and printing company, Uzhgorod, st. Project, 4
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU843851181A SU1257187A1 (en) | 1984-12-04 | 1984-12-04 | Method for supporting mine workings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU843851181A SU1257187A1 (en) | 1984-12-04 | 1984-12-04 | Method for supporting mine workings |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1257187A1 true SU1257187A1 (en) | 1986-09-15 |
Family
ID=21161229
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU843851181A SU1257187A1 (en) | 1984-12-04 | 1984-12-04 | Method for supporting mine workings |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1257187A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103485804A (en) * | 2013-10-09 | 2014-01-01 | 山东科技大学 | Concrete-filled steel tube support pressure-transfer component and installation method thereof |
-
1984
- 1984-12-04 SU SU843851181A patent/SU1257187A1/en active
Non-Patent Citations (1)
Title |
---|
Авторское свидетельство СССР № 723190, кл. Е 21 F 17/00, 1978. Авторское свидетельство СССР № 956800, кл. Е 21 D 11/04, 1981. * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103485804A (en) * | 2013-10-09 | 2014-01-01 | 山东科技大学 | Concrete-filled steel tube support pressure-transfer component and installation method thereof |
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