![](data:image/png;base64,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)
*Указанные минимальные значения зазоров относятся к прямолинейным участкам пути.Чтобы сохранить минимальные размеры поперечного сечения выработки в свету на весь срок ее службы, необходимо при проведении выработки увеличить площадь ее сечения, учитывая, что под влиянием горного давления она уменьшится. В соответствии с этим ширина выработки вчерне на уровне высоты подвижного состава
![](data:image/png;base64,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)
(3.3)
![](data:image/png;base64,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)
высота спец.профиля (для СВП-27-123 мм);
![](data:image/png;base64,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)
толщина одинарной затяжки
![](data:image/png;base64,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)
горизонтальное сдвижение пород бока выработки на уровне балластного слоя
По полученным результатам ширины выработки подбираем типовое сечение. Нашим условиям удовлетворяет выработка сечением в проходкеSпр=15,9м2, сечением в свету до осадки Sсв=15,5м2, с балластом после осадки Sсв=13,4м2 (см. лист 189 «Унифицированные типовые сечения горных выработок».).
Определяем площадь проходки по углю
![](data:image/png;base64,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)
и породе
![](data:image/png;base64,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)
(3.4)
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAB0AAAAPCAYAAAAYjcSfAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADySURBVDjL7ZTBCQIxEEW/dxsQHG8WYMYallFsQIMnxZPkYgFxbwtW4E1vWoNWYA1agT2oGzEaFleEFS8a+JAHyXzmTwjiOMa3hd80TVfJ6V0ubGptv8LAPi16Zj3tWCMNAo4AH/rWVrL8sU6dsQLtRMuAqLUytltXUBttpB1y1tQn8Eq5plPNHZDaMctslCTlKyu1adZkfueqbN0+vKcZi7TwKVesF7mmPcYSoKMY23gw731njl30H5tpkozKUsXWF73N+BDys2iLPST3UEjWPrpslFfm3tJEPPRJFDYdRzShaDwJ5xRG6ecWnvn/SH9TrwuhfmalLOARzQAAAABJRU5ErkJggg==)
мощность угля, 1,2м;
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAACkAAAAXCAYAAACWEGYrAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAAFaSURBVEjHY2hsbGQY7HjQO3DUkXRxJBAwIuNB58gcN9lioMP+AfF/MC3rsTuto4Nn0IVkQ7SxDwOD7BuPvHrDQRvd4NCU8dgzkCGI15EdHWk8HjIMe2TdcooHbcapz/MwlGWQvTkYohp/xqFxVKOXHtgwTkfCoprBOGohLUMn2phhAbQEwY6NoxfgdGR9faykMQPDXePoBh9SQwGbPE2iG1L0GN+Nra+XRBeHORwaCv+RfA5ky74GpWFoGQuXo0bmQ+GUl6fxwqIaOTSqs1yMZBmMTsEcDgptIwaj3TB+lDHDQpgHwMlFVnYlyMHo6ih2JCQEiUsj4Nwv67ESlLGQHYUoGYAeKi+Xqo809qVGbUWWJlCUwqIR2cGYnoUkAbq3gtBDDtnB6FE/YE218vJYKVg6A6VXZEchyw2YIyHpjeE1KCpNo/MiPGQZdsPSK7IctavT0Zb5iHIkAOSDReq7fWffAAAAAElFTkSuQmCC)
ширина выработки в проходке, 5,67м;
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABsAAAAPCAYAAAAVk7TYAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADqSURBVDjLY2hsbGSgF2YYFJYBASMMI4tR3bLqLBcjWQaG10DD/zHIeOxJ6+jgKS+PlTJmYLgr65ZTTDXL6iONfRkYjO/E1tdLgvhRxgwLjaMbfEA0g3H0Aqr5rD7Pw1CWQfamR169IbKYh7FxN9ABd2EOwBXcuDBWyyCuj1qI6QCGN7iCL9qYYQE4uHFhpNBAGFofKwmKE1CQIRuW4yZbAos3qqVGiA+MTiEHFST+GP6hO4BKljG8MY6sB1nACLFI9rWbm3EtKAhBYkBfFlNiMQNakBUjwhuSIqGOAGcDSpL94ClBRi0jBQMALY055lITOvYAAAAASUVORK5CYII=)
угол падения пласта, 16°.
![](data:image/png;base64,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)
площадь сечения выработки в проходке, 17,9м
2 ![](data:image/png;base64,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)
(3.5)
![](data:image/png;base64,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)
3.2.2 Определение расчетной плотности пород
Расчетное сопротивление сжатию слоев пород в массиве определяют с учетом нарушенности массива по формуле
![](data:image/png;base64,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)
(3.6)
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABwAAAARCAYAAADOk8xKAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADySURBVEjH3ZS7DYMwFEVfejIACA8BXgEhF5kAi5YCIRoiuaAwdIwBc4RFIoUNmIGEj0ER4A5HSZBu68M779qQ5zl8MvAVwP477UUZkGIoe8BTpBuDvUqpUg9DBYAbn3M9o/gywDHNLmqBYirOfR0DNMiNEiXAGTBPlIaOjQBaZcBJYa+TMYOx4ExMqAGRW1AUmhJg5KJkKctQHExL6QGSRsvavTmgKAJtmGjQt0zaF0cGFI3upFn97HZ/MbEQoDuJubXepZJrMeo0ST3v672thwMZ8w1R/+vsftKKWidM7SNeG1lRFvdC62NvH7/7eP8V8AU8aJ2HThWlkQAAAABJRU5ErkJggg==)
среднее значение сопротивления пород одноосному сжатию;
![](data:image/png;base64,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)
коэффициент, учитывающий нарушенность массива, определяется по таблице 1[3].
Расчетное сопротивление пород сжатию
![](data:image/png;base64,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)
определяют с учетом вмещающих пород выработку слоев (пластов), залегающих на расстоянии от контура сечения выработки в кровле
![](data:image/png;base64,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)
, в почве
![](data:image/png;base64,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)
(
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABkAAAATCAYAAABlcqYFAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADOSURBVEjHY2hsbGSgNWYYvpYAASMI08ySjo40Hg9Zht1AS/7LuuUU0zS4ooxlez3y6g1pZkl9faykEYPR7tj6ekmaWdIQbezDYBy1EBY31IgfLEHFsNA4NjbFmIHhDtCCfwwyHnvSOjp4qGYJKKiAht9lYDC+Awqu+jwPQ1kGhjfG0Q0+2FIgPozTElhQoVuKbkm0McMCsC9xYePoBTgtAQcVkoEQn8jepDSl4U1VIEvRXUWRJeipKsdNthgWN1RNXShhTQUfjIBSeMhaAgAxRaUVzEaRDQAAAABJRU5ErkJggg==)
ширина выработки, м), а в боках при пологом и наклонном падении по высоте выработки.
Усредненное значение расчетного сопротивления пород сжатию
![](data:image/png;base64,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)
(3.7)
![](data:image/png;base64,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)
расчетное сопротивление слоев пород;
![](data:image/png;base64,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)
мощность слоев пород,м.
3.2.3 Определение смещений пород на контуре выработки
Смещение пород кровли, почвы, боков в горизонтальных и наклонных выработках, поддерживаемых вне влияния очистных работ, определяем по формулам 3[3]:
![](data:image/png;base64,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)
(3.8)
![](data:image/png;base64,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)
(3.9)
![](data:image/png;base64,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)
(3.10)
![](data:image/png;base64,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)
смещение пород, определяемые по графикам рис.2[3] в зависимости от расчетного значения
![](data:image/png;base64,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)
пород кровли, почвы или каждого из боков и глубины расположения выработки
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABMAAAARCAYAAAA/mJfHAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADXSURBVDjLY2hsbGSgFmaguWFAwIiMCYnjNSzamGEBUPE/IP4PomXdcorxiRP0Zo6bbDEDg+wbj7x6Q2LE8RoWZcywkME4aiGx4jgNq6+PlTRmYLhrHN3gQ4w4XsMaoo19GBiM78aWl0shB3h9pLEvWLy+XpJow8BegQQ0Ov6Py4tYDevoSOPxkGHYgx5ThLyI1bD6PA9DWQbZm+ixBfE69ljEaRg46mU89qR1dPAQI47TsPLyWCmQV4BeLEFO4cjiRGUnSGJECmzj6AXYxNHDkr4ZfVAYBgC8NL6VguPelgAAAABJRU5ErkJggg==)
;
![](data:image/png;base64,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)
коэффициент влияния угла залегания пород и направления проходки выработкиотносительно напластования пород, определяемый по табл. 2[3];
![](data:image/png;base64,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)
коэффициент, характеризующий влияние направления смещения пород, по табл.2[3];
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAACcAAAAXCAYAAACI2VaYAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAAFoSURBVEjH7ZZPasJAFMZf93oAi693SN66O7Gz8AI6ZFXIQiQbC7NwMWaXM3SlS8+gJ/AGBT1BPUPtzMRpR5sIhaGZgoEHCeTP773vex+BPM8h1AoW7AbnFU4dd7qCg5My6RDATsEdsT+ZBjc5DRgDblkmo/DgMhYhslVaFK3g4CZ9nAKNlq7/mvLg2UVRpC3WhQ3x+cBMEOCgwD50NeHBn5JCvE2k7AiR3BNx6fVjjhJ1VQtnJZ2Ne7GF9AnHCRZWicoivqiFGxEsv2+mfRXcZZd1515ldSOklBffquLk1P0RkK2zrPdY+pJ2QzmMVEbuAfDgK4a+TuacBtBlGx0hdjHUErwIkbYZ489VTbgLZG3hc3HOJuK+2PjPyIvv7iTcJkrQeK3lN6CIK5/h/esH3OkY0FMmupveCNzldPQCWUld0EbgTPY9PL2mQrSNFxVobzyL9Ya6oH8OZyZzLaNUNQZ3+xP+T3CfOUwI2vZKvoIAAAAASUVORK5CYII=)
коэффициент влияния ширины выработки, определяемый для кровли и почвы
![](data:image/png;base64,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)
, для боков
![](data:image/png;base64,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)
, где
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAA0AAAATCAYAAABLN4eXAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAAC9SURBVDjLY2hsbGQgFTMMnCYgYARhojV1dKTxeMgy7AZq+i/rllNMkvOijGV7PfLqDYnWVF8fK2nEYLQ7tr5ekmhNDdHGPgzGUQthfsPmPyxOY1hoHBubYszAcAeo4R+DjMeetI4OHpyaQE4DKr7LwGB8B+S8+jwPQ1kGhjfG0Q0+ODXBnIZuCF5NYKchKYDYJHsTPSTxhhrIEAbj6AU4AwI91HLcZIthfsMbetHGDAvAIQbCWGwYBKmcZpoA4DBeOY0Xu4IAAAAASUVORK5CYII=)
и
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAA0AAAATCAYAAABLN4eXAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADGSURBVDjLY2hsbGQgFTMMnCYgYARhojXV18dKGjMw3AFq+i/rllNMtE0dHWk8HrKyKz3y6g2J1lSf52EoK+uxMq2jg4doTTlussUwp+HyH4amKGOGhcbRDT7l5Wm8HrIMu4Ga/oH4eAPCiMFod2R9nirMX8g2Y9XUEG3sw2ActTDKWLYXpAFXoGA4zcTEZCbMObgCBc1psqdkPaLrsQUKdk1opsIMccuJ9HZzywvDqgndVLAhDAyvGRiM78TW10sOklROM00A8RNiutwkVlEAAAAASUVORK5CYII=)
соответственно ширина и высота выработки в проходке, м;
![](data:image/png;base64,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)
коэффициент воздействия других выработок,
![](data:image/png;base64,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)
, если расстояние между параллельными выработками исключает их взаимное влияние.
![](data:image/png;base64,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)
(3.11)
![](data:image/png;base64,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)
расстояние между параллельными выработками, исключающее их взаимное влияние, м;
![](data:image/png;base64,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)
суммарная ширина взаимовлияющих выработок в проходке, м;
![](data:image/png;base64,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)
коэффициент, определяемый по таблице 3[3]
![](data:image/png;base64,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)
коэффициент влияния времени на смещение пород
3.2.4 Определение расчетной нагрузки на рамную податливую крепь
Расчетная нагрузка на рамную податливую крепь на 1 м выработки определяется по формуле (3.12)- для кровли и почвы; для боков –(3.13)
![](data:image/png;base64,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)
(3.12)
![](data:image/png;base64,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)
(3.13)
![](data:image/png;base64,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)
нормативная удельная нагрузка, определяемая по табл. 4[3] в зависимости от смещений пород и ширины выработки в проходке.
Для незамкнутой крепи
находят по смещениям пород кровли, для замкнутой с обратным сводом по наибольшей величине смещений пород из кровли, почвы или боков. Промежуточные величины в табл. 4 (
![](data:image/png;base64,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)
) определяют интерполяцией ближайших значений.
![](data:image/png;base64,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)
коэффициент перегрузки и степень надежности, для подготавливающих выработок -1.0; для вскрывающих выработок по табл.5[3];
![](data:image/png;base64,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)
коэффициент влияния способа проведения выработки, при проведении выработки комбайновым способом принимается по табл. 6[3]; при буровзрывном, смешанным, а также при проведении выработки по обрушенным породам выработанного пространства любым способом – равным 1,0
3.3 Выбор плотности установки крепи
Плотность
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAA0AAAAPCAYAAAA/I0V3AAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAAC2SURBVDjLY2hsbGQgFTMMjCYgYARhXHwMTfV5HoayDAyvgYr+G0c3+JSXp/F6yDLsBvL/ybrlFOO0qb4+VtKIwWh3ZH2koTGD7EmPvHrDHDfZYryaGqKNfRiMoxZGGxvXx9bXS3Z0pPF4yMquBGnGqSnKmGGhjIzMUZDz4E6W9ViZ1tHBg91PQKcZMzDcRXYKNqdhBgSSqRD/yZ7yiPZINnbLS8GqCd1UeGjKeuzG6bwhkIyIxQD+fRXhBsGcTgAAAABJRU5ErkJggg==)
установки рам металлической податливой, железобетонной податливой, смешанной и деревянной крепей на 1 м длины выработки находят делением расчетной нагрузки
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABAAAAARCAYAAADUryzEAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADCSURBVDjLY2hsbGSgBDPQzAAgYMSGiTKgIdrYB6j4HxD/h9JQbHw3trxciigX1Od5GMoyMLwxjm7wAfE7OtJ4PGQY9jDIeOxJ6+jgIWgAxBVAG+vrJWFiOW6yxehiOA2IMmZYyGActRBDjBgX1NfHShozMNw1jqz3hQUexHaGfzAvEROI6AF4B9npeA3A5lSi0wHM+bJuOcVkJSRI9Mne9MirNyTZAFBgwUIfW6rDawA04byGB5qsx26ywmDw5EZiMQAccHtQAE8uQwAAAABJRU5ErkJggg==)
на сопротивление одной рамы крепи
![](data:image/png;base64,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)
(3.14)
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAABwAAAARCAYAAADOk8xKAAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAADYSURBVEjHY2hsbGSgJ2YYNBYCASM2TBMLG6KNfYCG/wPi/1Aaio3vxpaXS9HEh/V5HoayDAxvjKMbfED8jo40Hg8Zhj0MMh570jo6eKhuIcSXQB/V10vCxHLcZIvRxahmYZQxw0IG46iFGGK08GF9faykMQPDXePIel9YYoH4juEfLIhpkWjQE8wdbEGJKzXjStm4g5PIoIs2ZliA6jA0bBy9AK+FsOCUdcsppkvGh2QH2ZseefWGNLcQFN6w1EmNUgWvhdCM/hoe9rIeuylJ/oO/8B42FgIA/26d5HCzKgQAAAAASUVORK5CYII=)
расчетная нагрузка, кН/м
![](data:image/png;base64,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)
сопротивление одной рамы крепи в податливом режиме в зависимости от вида соединительных узлов.
Паспортную плотность установки крепи принимают по ближайшему значению
![](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAA0AAAAPCAYAAAA/I0V3AAAAAXNSR0ICQMB9xQAAAAlwSFlzAAAOxAAADsQBlSsOGwAAABl0RVh0U29mdHdhcmUATWljcm9zb2Z0IE9mZmljZX/tNXEAAAC2SURBVDjLY2hsbGQgFTMMjCYgYARhXHwMTfV5HoayDAyvgYr+G0c3+JSXp/F6yDLsBvL/ybrlFOO0qb4+VtKIwWh3ZH2koTGD7EmPvHrDHDfZYryaGqKNfRiMoxZGGxvXx9bXS3Z0pPF4yMquBGnGqSnKmGGhjIzMUZDz4E6W9ViZ1tHBg91PQKcZMzDcRXYKNqdhBgSSqRD/yZ7yiPZINnbLS8GqCd1UeGjKeuzG6bwhkIyIxQD+fRXhBsGcTgAAAABJRU5ErkJggg==)
в ряду: 0,8; 1,0; 1,1; 1,25; 1,33; 1,43; 1,67; 2,0; 2,25; 2,5; 2,67; 3,0; 4,0.