SU99178A1 - The method of penetration of exploration ditches on the ground with a slope of at least 5 ° - Google Patents

The method of penetration of exploration ditches on the ground with a slope of at least 5 °

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Publication number
SU99178A1
SU99178A1 SU448560A SU448560A SU99178A1 SU 99178 A1 SU99178 A1 SU 99178A1 SU 448560 A SU448560 A SU 448560A SU 448560 A SU448560 A SU 448560A SU 99178 A1 SU99178 A1 SU 99178A1
Authority
SU
USSR - Soviet Union
Prior art keywords
ground
ditches
pioneer
groove
exploration
Prior art date
Application number
SU448560A
Other languages
Russian (ru)
Inventor
Г.В. Иванов
Original Assignee
Г.В. Иванов
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 Г.В. Иванов filed Critical Г.В. Иванов
Priority to SU448560A priority Critical patent/SU99178A1/en
Application granted granted Critical
Publication of SU99178A1 publication Critical patent/SU99178A1/en

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

Предлагаетс  способ проходки раз 5едочных канав, прокладываемых па местности вниз с уклоном, превышающим 5°, заключающийс  в образовании пионерной канавки взрывным способом с последующим ее углублением до коренных пород силой гр зевого потока. Дл  создапи  гр зевого потока предварительно производитс  насыщение грунтов водой по всей трассе пионерной канавки с последующим выпуском всего запаса воды из водосборника, расположенного в головной части пионерной канавки .A method of penetrating the times of 5-foot ditches laid down on the ground downwards with a slope exceeding 5 ° is proposed. In order to create a sludge flow, the soils are pre-saturated with water along the entire route of the pioneer groove with the subsequent release of the entire supply of water from the catchment basin located at the head of the pioneer groove.

На фиг. 1 изображено расположение разведочных канав в плане; на фиг. 2 - движение гр зевого потока по канаве.FIG. 1 shows the layout of exploration ditches in the plan; in fig. 2 - movement of a thunderstorm flow along a ditch.

Дл  образовани  разведочной канавы вода из ключа ) (фиг. 1) по каналу 2 проводитс  к водосборникам 3, снабженным затвором 4. По намеченной трассе разведочной канавы взрывным способом образуетс  пионерна  клнавка 5, сечением 10X Х20сж. По этой пионерной канавке предварительно в течение 10-12 час. пропускаетс  вода с расходом 5- 20 л/сек. После увлажнени  грунта на всем прот жении пиопеоной канавки из водосборника за 5-7 сек. производитс  выпуск воды в объеме по 25 м, котора , вовлека  в движение предварительно увлажненный грунт, создает гр зевой поток, производ щий углубление и размыв канавы .To form an exploratory ditch, water from a key (Fig. 1) through channel 2 is led to catchment basins 3 equipped with a gate 4. A pioneer link 5 is formed in an explosive manner along the intended route of the exploratory ditch. For this pioneer groove in advance for 10-12 hours. water is passed through at a flow rate of 5-20 l / s. After moistening the soil throughout the pyopean groove from the sump for 5-7 seconds. water is produced in a volume of 25 m each, which, involving pre-moistened soil in the movement, creates a mudflow that causes the ditch to deepen and wash out.

Выпуск воды из водосборника периодически повтор етс  с интервалом в несколько минут до тех пор, пока разведочна  канава не достигнет требуемой глубины. В процессе размыва грунта по трассе канавы наиболее крупные камни (валуны) убираютс  с помощью лебедки.The discharge of water from the catchment basin periodically repeats at intervals of several minutes until the survey ditch reaches the required depth. In the process of scouring the soil along the ditch route, the largest stones (boulders) are removed with a winch.

Предмет изобретени Subject invention

Claims (2)

1.Способ проходки разведочных канав на местности с уклоном не менее 5° путем предварительного устройства взрывным способом пионерной канавки и периодического воздействи  на грунт вод ного потока, выпускаемого из создаваемого в головной части пионерной канавки водосборника со щитовым водосливом, отличающийс  тем, что, с целью формировани  гр зевого потока дл  углублени  и размыва пионерной канавки, предварительно производ т насыщение водой грунтов но трассе пионерной канавки.1. A method of penetrating exploration ditches on the ground with a slope of not less than 5 ° by prior arrangement of the pioneer groove with an explosive method and periodically affecting the ground with a water stream discharged from forming a mud flow to deepen and erode the pioneer groove, pre-saturate the ground with the water on the pioneer groove. 2.При проходке, но способу, охарактеризованному по п. 1, применение лебедки дл  уборки крупных камней по трассе канавы. ,2. When sinking, but the method described in paragraph 1, the use of a winch for cleaning large stones along the route of the ditch. ,
SU448560A 1952-12-30 1952-12-30 The method of penetration of exploration ditches on the ground with a slope of at least 5 ° SU99178A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU448560A SU99178A1 (en) 1952-12-30 1952-12-30 The method of penetration of exploration ditches on the ground with a slope of at least 5 °

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU448560A SU99178A1 (en) 1952-12-30 1952-12-30 The method of penetration of exploration ditches on the ground with a slope of at least 5 °

Publications (1)

Publication Number Publication Date
SU99178A1 true SU99178A1 (en) 1953-11-30

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
SU448560A SU99178A1 (en) 1952-12-30 1952-12-30 The method of penetration of exploration ditches on the ground with a slope of at least 5 °

Country Status (1)

Country Link
SU (1) SU99178A1 (en)

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