JPS63156298U - - Google Patents
Info
- Publication number
- JPS63156298U JPS63156298U JP4568287U JP4568287U JPS63156298U JP S63156298 U JPS63156298 U JP S63156298U JP 4568287 U JP4568287 U JP 4568287U JP 4568287 U JP4568287 U JP 4568287U JP S63156298 U JPS63156298 U JP S63156298U
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- slurry
- small
- excavation head
- diameter pipe
- 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.)
- Pending
Links
- 239000002002 slurry Substances 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 6
- 238000009412 basement excavation Methods 0.000 claims 3
- 239000002689 soil Substances 0.000 claims 1
- 238000005553 drilling Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
第1図はこの考案の一実施例を示す断面図、第
2図はサンドポンプの拡大断面図、第3図及び第
4図は従来の説明図である。
1……発進立坑、2……推進機、3……到達立
坑、4……パイロツト管、5……掘削ヘツド、6
……小口径管、11……スラリー管、14……サ
ンドポンプ。
FIG. 1 is a sectional view showing an embodiment of this invention, FIG. 2 is an enlarged sectional view of a sand pump, and FIGS. 3 and 4 are explanatory views of a conventional sand pump. 1... Starting shaft, 2... Propulsion machine, 3... Arrival shaft, 4... Pilot pipe, 5... Drilling head, 6
...Small diameter pipe, 11...Slurry pipe, 14...Sand pump.
Claims (1)
たパイロツト管4の後端に、掘削ヘツド5を介し
て小口径管6を接続し、かつこの小口径管6を推
進機2により推進しながら上記掘削ヘツド5によ
り小口径管6前方の地山を掘削すると共に、掘削
ヘツド5が掘削した土砂をスラリー化して、上記
パイロツト管4内に配設されたスラリー管11を
経て搬出するものにおいて、上記到達立坑3内に
設置したサンドポンプ14にスラリー管11を接
続してスラリー管11より直接スラリーを吸引す
ると共に、サンドポンプ14の揚程によりスラリ
ーを地上へ搬出してなる小口径管地中埋設機の排
土装置。 A small-diameter pipe 6 is connected to the rear end of a pilot pipe 4 buried in advance between the starting shaft 1 and the arrival shaft 3 via the excavation head 5, and while the small-diameter pipe 6 is propelled by the propulsion device 2. The excavation head 5 excavates the ground in front of the small diameter pipe 6, and the earth and sand excavated by the excavation head 5 is turned into a slurry and carried out through the slurry pipe 11 disposed in the pilot pipe 4, The slurry pipe 11 is connected to the sand pump 14 installed in the reaching shaft 3, and the slurry is sucked directly from the slurry pipe 11, and the slurry is transported to the ground using the lifting height of the sand pump 14.The small diameter pipe is buried underground. Machine soil removal device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4568287U JPS63156298U (en) | 1987-03-30 | 1987-03-30 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4568287U JPS63156298U (en) | 1987-03-30 | 1987-03-30 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63156298U true JPS63156298U (en) | 1988-10-13 |
Family
ID=30864641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4568287U Pending JPS63156298U (en) | 1987-03-30 | 1987-03-30 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63156298U (en) |
-
1987
- 1987-03-30 JP JP4568287U patent/JPS63156298U/ja active Pending
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