CN105863665A - Disposing method for dross of stone tunnel invert - Google Patents
Disposing method for dross of stone tunnel invert Download PDFInfo
- Publication number
- CN105863665A CN105863665A CN201610214708.6A CN201610214708A CN105863665A CN 105863665 A CN105863665 A CN 105863665A CN 201610214708 A CN201610214708 A CN 201610214708A CN 105863665 A CN105863665 A CN 105863665A
- Authority
- CN
- China
- Prior art keywords
- inverted arch
- ditch
- tunnel
- silica frost
- scum silica
- 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.)
- Granted
Links
- 239000004575 stone Substances 0.000 title claims abstract description 16
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000013049 sediment Substances 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000007921 spray Substances 0.000 claims abstract description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 56
- 239000000377 silicon dioxide Substances 0.000 claims description 28
- 238000009412 basement excavation Methods 0.000 claims description 17
- 238000003672 processing method Methods 0.000 claims description 14
- 238000004140 cleaning Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 4
- 238000005086 pumping Methods 0.000 claims description 3
- 239000012141 concentrate Substances 0.000 claims description 2
- 238000005406 washing Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 239000004568 cement Substances 0.000 abstract 1
- 101150097977 arch-1 gene Proteins 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 239000008187 granular material Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention relates to a disposing method for dross of a stone tunnel invert. The method comprises the steps that firstly, the invert is excavated according to drawing and standard requirements; then a central ditch is formed in the position of the center line of the bottom surface of the invert; a sump is formed in the lowest position of the design elevation of the center line of the excavated bottom surface of a tunnel; the dross is flushed into the central ditch; then water in the sump is pumped through a pump; sediments in the central ditch and the sump are removed; then a layer of cement paste is sprayed to the excavated surface of the clean invert; and finally the ditch and the sump are filled with spray anchor materials or plain concrete. The disposing method has the advantages that the ditch is directly formed in the excavated surface of the invert, operation is convenient, controlling is easy, the project quality is guaranteed, the construction cost is low, and stress concentration is prevented.
Description
Technical field
The present invention relates to the processing method of a kind of inverted arch scum silica frost, be specifically related to a kind of stone matter tunnel and face upward
The processing method of arch scum silica frost.
Background technology
Scum silica frost affects concrete and the bonding of tunnel inverted arch and occlusion, directly affects the engineering in tunnel
Quality and safety；It is the most all direct casting concrete after artificial besom cleans inverted arch,
And besom is difficult to remove inverted arch scum silica frost neatly, the scum silica frost that especially granule is little is stayed in inverted arch, very
Interlayer may be formed between the scar of inverted arch and concrete, have a strong impact on construction quality.
Summary of the invention
It is an object of the invention to for deficiency of the prior art, it is provided that a kind of stone simple to operate
The processing method of matter tunnel inverted arch scum silica frost, the method does not interferes with tunnel inverted arch and poured coagulation
The bonding of soil.
For achieving the above object, the invention discloses following technical scheme:
The processing method of a kind of stone matter tunnel inverted arch scum silica frost, the method is first to want by drawing and specification
Seek excavation inverted arch, then set one central authorities ditch in inverted arch bottom surface midline, at the bottom of tunnel excavation
Face centrage design altitude lowest part arranges catch pit；Scum silica frost is flushed to central authorities ditch, then uses
Pumping walks the water in catch pit, the sediment in cleaning central authorities ditch and catch pit；Then in cleaning
Good inverted arch excavation face spreads one layer of cement mortar；Finally with spray anchor material or plain concrete fill ditch and
Catch pit.
As a kind of preferred version, when scum silica frost is flushed to central authorities ditch, use giant conduct
Wash away the instrument of scum silica frost.
As a kind of preferred version, when clearing up the sediment in central authorities ditch and catch pit, use people
Work concentrates cleaning.
As a kind of preferred version, described plain concrete is with the plain concrete of label with inverted arch.
As a kind of preferred version, described central authorities ditch be wide * deeply=15cm*15cm.
As a kind of preferred version, described central authorities ditch is to low along the eminence of tunnel floor design
Place's excavation, catch pit is arranged on this circulation tunnel inverted arch excavation face design altitude lowest part.
The processing method of a kind of stone matter tunnel disclosed by the invention inverted arch scum silica frost, with existing construction party
Method is compared, and directly arranges ditch in inverted arch excavation face, have easy to operate, control simple,
Ensure construction quality, perform low cost, the advantage preventing stress from concentrating.
Accompanying drawing explanation
Fig. 1 is the schematic cross-section of the processing method of the present invention a kind of stone matter tunnel inverted arch scum silica frost.
Fig. 2 is the schematic top plan view of the processing method of the present invention a kind of stone matter tunnel inverted arch scum silica frost.
Description of reference numerals:
1. inverted arch, 2. central authorities ditch, 3. catch pit.
Detailed description of the invention
Below in conjunction with embodiment and referring to the drawings the invention will be further described.
Refer to Fig. 1-Fig. 2.
The processing method of a kind of stone matter tunnel inverted arch scum silica frost, the method is first to want by drawing and specification
Seek excavation inverted arch 1, then set one central authorities ditch 2 in inverted arch 1 bottom surface midline, in tunnel
Excavation bottom center line design altitude lowest part arranges catch pit 3；Scum silica frost is flushed to central authorities ditch
2, then walk the water in catch pit 3, in cleaning central authorities ditch 2 and catch pit 3 by pumping
Sediment；Then one layer of cement mortar is spread in inverted arch 1 excavation face cleared up；Finally with spray anchor material or
Plain concrete fills ditch and catch pit 3.Finally just can perform inverted arch by conventional construction method
Fill and the concreting of abutment wall with crown.
Central authorities ditch 2 have easy to operate, control simple feature, performing pre-test technology
The setting-out of personnel elder generation goes out the position of tunnel center line, and both sides are respectively stretched out 7.5cm and started out the most to the midline
Digging ditch 2, ditch size is less, hands air drill can be used to add spade and manually perform；Collection
Puddle 3 manually can perform with the excavator cooperation of band drill bit.
Compared to existing technology, the present invention directly arranges central authorities ditch 2 in inverted arch 1 excavation face,
Have easy to operate, control simple, ensure construction quality, the advantage performing low cost.
As specific embodiment, when scum silica frost is flushed to central authorities ditch 2, use giant conduct
Wash away the instrument of scum silica frost, inverted arch scum silica frost can be enable more thoroughly to clean out, giant
Pressure to meet the requirements, and can the most directly clear up for bigger scum silica frost.
As specific embodiment, when the granule sediment inside central authorities ditch 2 is difficult to clear up, can
To be flushed to catch pit 3 with giant, after stand-by water pump exhausts the water in catch pit, execute
Workman person puts on galosh and clears up the sediment of relatively small particle in the catch pit 3 that space is bigger；Then
One layer of cement mortar is spread in the inverted arch excavation face cleared up；The concrete with label is filled with inverted arch
Ditch 2 set by filling and catch pit 3, prevent stress from concentrating；Finally the most traditionally execute
Do other operations ensuing.
As specific embodiment, described plain concrete is with the plain concrete of label with inverted arch.
As specific embodiment, described central authorities ditch 2 be wide * deeply=15cm*15cm.
As specific embodiment, described central authorities ditch 2 is to low along the eminence of tunnel floor design
Place's excavation, catch pit 3 is arranged on this circulation tunnel inverted arch excavation face design altitude lowest part.
The above is only the preferred embodiment of the present invention, is not intended to limit；It should be pointed out that,
Although the present invention being described in detail with reference to the various embodiments described above, the ordinary skill of this area
Personnel should be appreciated that the technical scheme described in the various embodiments described above still can be repaiied by it
Change, or the most some or all of technical characteristic is carried out equivalent；And these are revised and replace
Change, do not make the essence of corresponding technical scheme depart from the model of various embodiments of the present invention technical scheme
Enclose.
Claims (6)
1. the processing method of a stone matter tunnel inverted arch scum silica frost, it is characterised in that the method is
First press drawing and code requirement excavation inverted arch, then set one central water in inverted arch bottom surface midline
Ditch, arranges catch pit at tunnel excavation bottom center line design altitude lowest part；Scum silica frost is flushed to
Central authorities ditch, then walks the water in catch pit, in cleaning central authorities ditch and catch pit by pumping
Sediment；Then one layer of cement mortar is spread in the inverted arch excavation face cleared up；Finally with spray anchor material or element
Concrete Filled ditch and catch pit.
The processing method of a kind of stone matter tunnel the most according to claim 1 inverted arch scum silica frost, its
It is characterised by, when scum silica frost is flushed to central authorities ditch, uses giant as the work washing away scum silica frost
Tool.
The processing method of a kind of stone matter tunnel the most according to claim 1 inverted arch scum silica frost, its
It is characterised by, when clearing up the sediment in central authorities ditch and catch pit, uses and manually concentrate cleaning.
The scum treatment method of a kind of stone matter tunnel the most according to claim 1 inverted arch,
It is characterized in that, described plain concrete is with the plain concrete of label with inverted arch.
The processing method of a kind of stone matter tunnel the most according to claim 1 inverted arch scum silica frost, its
Be characterised by, described central authorities ditch be wide * deeply=15cm*15cm.
The processing method of a kind of stone matter tunnel the most according to claim 1 inverted arch scum silica frost, its
Be characterised by, described central authorities ditch be along tunnel floor design eminence to lower excavate, catchment
Hole is arranged on this circulation tunnel inverted arch excavation face design altitude lowest part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610214708.6A CN105863665B (en) | 2016-04-07 | 2016-04-07 | A kind of processing method of stone matter tunnel inverted arch scum silica frost |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610214708.6A CN105863665B (en) | 2016-04-07 | 2016-04-07 | A kind of processing method of stone matter tunnel inverted arch scum silica frost |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863665A true CN105863665A (en) | 2016-08-17 |
| CN105863665B CN105863665B (en) | 2018-05-08 |
Family
ID=56637035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610214708.6A Expired - Fee Related CN105863665B (en) | 2016-04-07 | 2016-04-07 | A kind of processing method of stone matter tunnel inverted arch scum silica frost |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863665B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155474A (en) * | 2020-02-26 | 2020-05-15 | 山东省路桥集团有限公司 | Tunnel is pressed down and is encircleed virtual sediment cleaning device |
| CN113123802A (en) * | 2021-04-22 | 2021-07-16 | 中铁十一局集团有限公司 | Tunnel inverted arch virtual slag mechanized cleaning method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08170486A (en) * | 1994-12-16 | 1996-07-02 | Okumura Corp | Tunnel excavated muck carry-out gantry |
| CN103410062A (en) * | 2013-08-16 | 2013-11-27 | 中铁二十一局集团有限公司 | Method for constructing monolithic roadbed by using single railway tunnel bracket type steel rail way |
| CN203999009U (en) * | 2014-07-23 | 2014-12-10 | 北京城市排水集团有限责任公司 | A kind of portable dross removing device |
| CN104612698A (en) * | 2015-01-24 | 2015-05-13 | 杭州天恒投资建设管理有限公司 | Method for constructing upper step middle partition wall of shallow-buried excavation tunnel |
| CN104817307A (en) * | 2015-04-28 | 2015-08-05 | 中铁工程设计咨询集团有限公司 | Tunnel central ditch, single body thereof and method for manufacturing single body |
-
2016
- 2016-04-07 CN CN201610214708.6A patent/CN105863665B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08170486A (en) * | 1994-12-16 | 1996-07-02 | Okumura Corp | Tunnel excavated muck carry-out gantry |
| CN103410062A (en) * | 2013-08-16 | 2013-11-27 | 中铁二十一局集团有限公司 | Method for constructing monolithic roadbed by using single railway tunnel bracket type steel rail way |
| CN203999009U (en) * | 2014-07-23 | 2014-12-10 | 北京城市排水集团有限责任公司 | A kind of portable dross removing device |
| CN104612698A (en) * | 2015-01-24 | 2015-05-13 | 杭州天恒投资建设管理有限公司 | Method for constructing upper step middle partition wall of shallow-buried excavation tunnel |
| CN104817307A (en) * | 2015-04-28 | 2015-08-05 | 中铁工程设计咨询集团有限公司 | Tunnel central ditch, single body thereof and method for manufacturing single body |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155474A (en) * | 2020-02-26 | 2020-05-15 | 山东省路桥集团有限公司 | Tunnel is pressed down and is encircleed virtual sediment cleaning device |
| CN113123802A (en) * | 2021-04-22 | 2021-07-16 | 中铁十一局集团有限公司 | Tunnel inverted arch virtual slag mechanized cleaning method |
| CN113123802B (en) * | 2021-04-22 | 2023-10-24 | 中铁十一局集团有限公司 | Tunnel inverted arch virtual slag mechanized cleaning method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863665B (en) | 2018-05-08 |
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| C10 | Entry into substantive examination | ||
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| GR01 | Patent grant | ||
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Granted publication date: 20180508 Termination date: 20190407 |