CN1179501A - Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine - Google Patents
Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine Download PDFInfo
- Publication number
- CN1179501A CN1179501A CN 97119179 CN97119179A CN1179501A CN 1179501 A CN1179501 A CN 1179501A CN 97119179 CN97119179 CN 97119179 CN 97119179 A CN97119179 A CN 97119179A CN 1179501 A CN1179501 A CN 1179501A
- Authority
- CN
- China
- Prior art keywords
- plate
- jib
- typing
- support
- tunnel
- 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
Images
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
A non-open excavating method for subway and underground engineering features that before tunnelling, a plate inserting machine is used to insert the plates along the top of tunnel, forming a ceiling, a supporter is then installed to the tail end of a plate, another supporter is then installed to front end of the plate with advancing, and finally reinforcing bar net and concrete are applied to the gap between two adjacent supporters. Said steps are cyclic continuously. Said plate inserting machine powered by compressed air has hydraulic cylinders to control rotain and lift and pneumatic impacter to insert plates. Its advantages are high safety, reliability and construction speed.
Description
The present invention relates to the equipment of a kind of underground railway and underground construction tunneling job practices and use thereof.
By retrieval, retrieve two pieces of relevant document: CN87100318A and DT2802-612.Wherein, in the DT2802-612 document, mainly be to put down in writing to cover continuously inner surface of tunnel and form the arch of some match tunnel-shaped by the arc piece, these arc pieces rely on the outside bearing load of hydraulic round steel tube that is extended to the right side from the left side, tunnel.These arc pieces play supporting role just as tunnel lining.Therefore, this arc piece is to dig the technical measures that the back is taked in the tunnel.And in the CN87100318A document, a kind of secretly digging method with predisposed roof is disclosed, this method is to prepare the structure of the subway outer built below dark on 1 meter on ground, before not having earth excavation, one by one at interval, reinforcing cage and two sebific ducts are injected in the advance borehole of close proximity, seal, pressure injection cement paste or cement mortar.Make the shell that a beam of being made up of reinforcing cage and cement paste or mortar one by one and hole week consolidated earth mass are formed jointly in advance, bear the soil pressure behind the excavation and the leading ceiling of ground load, remake the excavation lining cutting then with safety.This method is running into special formation, can not implement when easily caving in poor strata as layer of sand, fine sand layer, back fill course, silt clay layer etc., and this is that reinforcing cage can't inject because advance borehole is very easily caved on above-mentioned stratum.And at present in underground railway, heating power tunnel, in underground construction tunnelings such as underground store, the underground parking construction, normal adopt " New Austrian Tunneling Method ".In " New Austrian Tunneling Method " construction, running into special formation, when easily caving in poor strata as layer of sand, fine sand layer, backfill upper strata, silt clay layer etc., adopt squeezed into ductule more, and inject chemical grout by the catheter center hole and reinforce soil layer, Kai Wa method more on every side.This method operation is many, and technology is more complicated also, and progress is slow, especially to the grouting and reinforcing of fine sand layer, is difficult to produce a desired effect, and the useful event that often occurs collapsing causes land subsidence, jeopardizes above ground structure and traffic safety.The grouting and reinforcing expense is also than higher simultaneously.
The purpose of this invention is to provide a kind of tunneling job practices, i.e. construction method for supporting and excavating of plate inserting floor of soil based tunnel for the poor strata that easily caves at layer of sand, fine sand layer, back fill course, silt clay layer etc.This method is a kind of without the grouting and reinforcing soil layer, not only safe but also reliable, simple to operate, fireballing supporting method.Employed board-plugging device has advantage such as be convenient to operation, plate speed is fast.
For achieving the above object, the present invention takes following technical scheme: before this underground construction method for supporting and excavating of plate inserting floor of soil based tunnel is achieved in that tunnel piercing, along tunnel top, insert plate successively to tunneling direction, form the plate canopy at tunnel top, and at the tail end installing plate canopy support of plate, tunnel piercing then, when tunneling the length of a plate, again at the head end installing plate canopy support of plate, and between above-mentioned two guidance tape canopy supports follow-up reinforced mesh and sprayed mortar, promptly finish the plate tunneling construction of a working cell, and then plate is not inserted in the tunneling top, formation plate canopy, continuation tunnel piercing successively in the edge.In when beginning, promptly before the tunnel piercing, also can first installing plate canopy support, plate again.Plate can use board-plugging device, also can manually use the air hammer plate.
In the method, the plate that is adopted is the typing long slab, and the wide two edges of its plate can be with lock mouthful, also can not have fore shaft.When the employing of typing long slab has the fore shaft mode, its fore shaft is shaped as corrugation shape, triangle, in flute profile, the U-shaped any, typing long slab in each working cell is engaged by fore shaft, the long both sides of the plate of the typing long slab between each working cell press mutually and take, and making formed plate canopy is closed type.
In the method, when the typing long slab adopts when not having the fore shaft mode, the wide both sides of plate of typing long slab overlap mutually in each working cell, the long both sides of the plate of the typing long slab between each working cell are pressed mutually and taken, and making formed plate canopy is closed type.
In the method, employed typing long slab is the long steel plate of typing, and its plate is long to be 1m to 6m, and plate is wide to be 150mm to 500mm, and thickness of slab is 3mm to 8mm.
In the method, after the plate tunneling construction of finishing a working cell, does not insert in the process of the long steel plate of typing at the tunneling top successively on the edge again, the long steel plate of employed typing can insert on slave plate canopy support top by board-plugging device, also can insert slave plate canopy support bottom, when the long steel plate of employed typing inserts in slave plate canopy support bottom, owing to will reserve the thickness of hanging reinforced mesh and sprayed mortar, utilize the plate tail that send the plate device will finalize the design long steel plate to insert 300mm to 500mm in the soil layer.After inserting the long steel plate of typing successively, continue tunnel piercing, nature is reserved the thickness of hanging reinforced mesh and sprayed mortar in the bottom of the plate tail of the long steel plate of typing.When the long steel plate of typing inserts by board-plugging device slave plate canopy support top,, therefore, just there are not the problems referred to above because that the plate tail of the long steel plate of typing buries is a little high.
The employed equipment of method of the present invention is board-plugging device.This board-plugging device includes chassis Power Drive Unit and the board plug device that has rubber tire, described Power Drive Unit includes the hydraulic oil pump that is driven by the external gas motivation, described hydraulic oil pump by the above-mentioned rubber tire of rubber tire fluid motor-driven voluntarily, described board plug device includes slewing equipment, this slewing equipment is installed on the described chassis, on the body of this slewing equipment, shaft gear is installed, two cross cylinders, the piston of described two cross cylinders respectively connects a tooth bar, and respectively with the teeth engagement of the symmetrical both sides of described shaft gear, this shaft gear connects revoliving arm by power transmission shaft, this revoliving arm upper end is hinged with the tailpiece of the piston rod of upper support oil cylinder, the cylinder body end of the lower end of this revoliving arm and lower support oil cylinder is hinged, the cylinder body end of described upper support oil cylinder, the tailpiece of the piston rod of described lower support oil cylinder is hinged on the support arm respectively, the head of this support arm is equipped with carriage, on this carriage, be provided with jib, front end at this jib is fixed with the sliding panel support, and on this jib, being provided with fixed head support and air hammer, the oil of above-mentioned each oil cylinder is imported and exported respectively and is connected with aforesaid hydraulic oil pump.The jib of this board-plugging device is finished and is done 360 ° of revolutions on the tunnel cross section by slewing equipment and cross cylinder control thereof, and jib is finished lifting in vertical direction by support arm and support cylinder control thereof.
In this board-plugging device, on the front portion of described support arm, connect the hinged elevation angle oil cylinder of ears by two pairs, the elevation angle of jib is by the adjustment of support arm and elevation angle oil cylinder control elevation angle angle thereof.
This board-plugging device is by the combination of above-mentioned two or three motion, and adopts air hammer to impact to re-pack, realize tunnel full section plate operation, finish the vault and the construction of ceiling canopy plate of tunnel horizontal direction or elevation direction.
In this board-plugging device, described jib is by placing two concave slide grooves on the described carriage, be located on this carriage in the mode of being slidingly connected, and advancing compensating cylinder by two pairs of jib ears parallel hinged on the outer bottom of this jib, this advances the oil of compensating cylinder to import and export with aforesaid hydraulic oil pump and connects.Realize that by advancing compensating cylinder the orientation impact of plate advances.
In this board-plugging device, described fixed head support and air hammer by with its fixing fixed head on two pairs of slide blocks, be located on the described jib in the mode of being slidingly connected, and described jib is a groove shape, and the worm propeller by fluid motor-driven is housed in the groove of this jib, affixed with the said fixing plate with the nut of advancing of this worm propeller engagement, the oil of described hydraulic motor is imported and exported and aforesaid hydraulic oil pump connection.Realize feeding of air hammer by worm propeller.
In this board-plugging device, hydraulic oil pump can adopt two.
The invention will be further described below in conjunction with accompanying drawing.
Fig. 1 is for adopting the schematic diagram of the formed plate ceiling of method of the present invention
Fig. 2 is for adopting the formed plate ceiling of method of the present invention supporting schematic diagram
Fig. 3 is the A-A sectional drawing of Fig. 2
Fig. 4 is the engaged schematic diagram of U-shaped fore shaft of the long steel plate of typing
Fig. 5 is the board-plugging device structure chart
Fig. 6 is the B-B sectional drawing of Fig. 5
Fig. 7 is the slewing equipment front view of board-plugging device
Fig. 8 is the slewing equipment lateral view of board-plugging device
Fig. 9 is the slewing equipment vertical view of board-plugging device
Such as Fig. 1, Fig. 2, shown in Figure 3, in that to run into layer of sand, fine sand layer, back fill course, Muddy Bottoms sticking When soil layer etc. easily cave in poor strata, utilize board-plugging device, along tunnel top (vault or flat-top), according to inferior It is plate that order is inserted typing long slab 101, forms the plate canopy at tunnel top, and at the tail end of long slab 101 of finalizing the design Installing plate canopy support 102, then tunnel piercing is when tunneling the length of a setting long slab, again fixed The head end installing plate canopy support 102 of type long slab 101, and the steel that between above-mentioned two guidance tape canopy supports 102, follows up Muscle net sheet 103 and gunite concrete 104 are namely finished the plate tunneling construction of a working cell, and then Typing long slab 101 is inserted on edge not tunneling top successively, forms the plate canopy, continues tunnel piercing, installing plate Canopy support 102, between two guidance tape canopy supports 102, follow up again reinforced mesh 103 and gunite concrete 104, Finish again the plate tunneling construction of a working cell. Construction method of the present invention by above-mentioned one by one The plate tunneling construction of working cell is progressively carried out. The method is safe and reliable, and is simple to operate, and speed is fast.
The employed plate canopy of method of the present invention support is steel arch frame commonly used in the tunneling construction. Shown in Figure 3 Plate canopy support 102 is grille arch.
Utilize board-plugging device, along tunnel top (vault or flat-top), the typing long slab of insertion is plate, and plate is wide Two edges band fore shaft or be not with fore shaft, the application of these two kinds of plates is to determine according to geological condition and stressing conditions Fixed. Employing is with the typing long slab of fore shaft, and as shown in Figure 4, every typing long slab 101 is engaged, at tunnel The plate canopy of sealing is formed on the top, road; Adopt not with the typing long slab of fore shaft, every typing long slab overlaps mutually, Form closed plate canopy at tunnel top. Such as Fig. 1, Fig. 2, shown in Figure 3, formed by typing long slab 101 Ban Peng and 102 actings in conjunction of plate canopy support, form the supporting of plate canopy. Follow-up reinforced mesh 103 and injection are mixed Solidifying soil 104 forms the elementary supporting in tunnel or permanent support.
When not digging the top along the tunnel and insert plate successively, be that insert slave plate canopy support bottom or the slave plate canopy props up Insert on frame top, be according to the construction needs. When plate is inserted in slave plate canopy support bottom, utilize and send the plate device, The plate tail is inserted 300mm to 500mm in the soil layer. This is to hang reinforced mesh and spray coagulation because will reserve The thickness of soil. In plate ceiling supporting schematic diagram shown in Figure 3, typing long slab 101 is slave plate canopy supports Insert on 102 tops, does not therefore have above-mentioned problem.
Such as Fig. 2, shown in Figure 3, after finishing follow-up reinforced mesh 103 and gunite concrete 104 constructions, According to the requirement of construction, can reproduce and water reinforced concrete floor 105, form the permanent support in tunnel.
As shown in Figure 5, board-plugging device used in the present invention is take compressed air as power, drives by pneumatic motor Hydrodynamic pressure oil pump 11,12, by fluid motor-driven rubber tire 14 voluntarily, fluid power promotes each hydraulic jack again. Chassis 21 at board-plugging device installs back rotary device 9, upper and lower by on the revoliving arm 22 of slewing equipment 9 Support cylinder 16,26 and support arm 19 hinged, at support arm 19 carriage 20 is housed, on the carriage 20 Be provided with jib 3, jib 3 is finished tunnel cross section by slewing equipment 9 and cross cylinder 10 controls thereof like this 360 ° of revolutions of upper do; Jib 3 is by 26 controls of upper support oil cylinder 16, lower support oil cylinder, finishes vertically Lifting on the direction, adjustment is controlled by elevation angle oil cylinder 18 in the elevation angle of jib 3. By this two or three motion Combination, realize tunnel full section plate operation, finish the arch of tunnel horizontal direction or horizon elevation angle direction Top and the construction of ceiling canopy plate. A construction height 2m to 8m, one-stop operation width 2m to 6m. As shown in Figure 5, hydraulic leg 15, rear hydraulic leg 13 before be equipped with on the chassis 21 of board-plugging device.
As shown in Figure 5, slewing equipment 9 is installed on the chassis 21 of board-plugging device. Such as Fig. 7, Fig. 8, Fig. 9 Shown in, two cross cylinders 10, shaft gear 204, described two are installed on the body 209 of this slewing equipment The piston 203 of individual cross cylinder 10 respectively connects a tooth bar 206, and respectively with the symmetry of described shaft gear 204 The teeth engagement of both sides, this shaft gear 204 connects revoliving arm 22 by power transmission shaft 210, as shown in Figure 5, The upper end of this revoliving arm 22 is hinged by the tailpiece of the piston rod of ears on the revoliving arm and upper support oil cylinder 16, this time The lower end of pivoted arm 22 is hinged by the cylinder body end of ears under the revoliving arm and lower support oil cylinder 26, described upper support The tailpiece of the piston rod of the cylinder body end of oil cylinder 16, described lower support oil cylinder 26 respectively with support arm 19 on rear ears Hinged with front ears, and connect the hinged elevation angle oil cylinders of ears in the front portion of described support arm 19 by two pairs 18. Piston 203 by two cross cylinders 10 is made reverse motions, and it is opposite to be with respectively carry-over bar 206 to do Motion makes shaft gear 204 revolutions, and by power transmission shaft 210, revoliving arm 2, support arm 19, carriage 20, drive jib 3 and do 360 ° of revolutions. By the upper support oil hinged with revoliving arm 22 and support arm 19 The action of the piston of cylinder 16, lower support oil cylinder 26 drives jib 3 and finishes in vertical direction lifting. Logical Crossing the elevation angle of the elevation angle oil cylinder 18 control jibs 3 on the support arm 19 adjusts.
As shown in Figure 5, be fixed with sliding panel support 1 at the front end of jib 3, and be provided with at this jib 3 Fixed head support 4 and air hammer 6. During use, the long steel plate head of will finalizing the design places on the sliding panel support On 1, the typing impact head 5 on its plate tail and the air hammer 6 is close, by air hammer 6 Impact, realize that the orientation of plate is impacted propelling.
As shown in Figure 5, carriage 20 by two symmetrical isosceles triangle plates and on two groove pieces form, Carriage 20 is hinged on the bracing frame 19 by the drift angle of two triangle plate. Jib 3 places two on the carriage 20 In groove, advance compensating cylinder 17 by two pairs of jib ears parallel hinged on the outer bottom of jib 3. Advancing compensating cylinder 17 to drive jib 3 by this slides at carriage 20, can realize that also the orientation of plate pushes away Advance.
Such as Fig. 5, shown in Figure 6, fixed head support 4 and air hammer 6 are fixed on the fixed head 23, and be logical Two pairs of slide blocks 24 crossing on the fixed head 23 are slidingly connected on the jib 3. And jib 3 is groove shape, and The worm propeller 2 that is driven by hydraulic motor 8 is housed, with this worm propeller 2 in the groove of this jib 3 The nut 25 of advancing of engagement is affixed with fixed head 23. It is empty that air hammer 6 connects compression by blast connection 7 The gas airduct is supplied with power, and worm propeller 2 is driven by hydraulic motor 8, realizes giving of air hammer 6 Advance. Fixed head support 4, sliding panel support 1 all are complementary according to plate section configuration and size.
Board-plugging device impulse stroke 2500mm to 5000mm used in the present invention, the air hammer ballistic work 200J to 500J, jib propulsive force 2200N to 4000N.
Board-plugging device used in the present invention is fit to the full face plate operation of small-sized and large tunnel section, and And simple in structure, easy to operate, the efficient height.
Embodiment
Method of the present invention and board-plugging device thereof experimentize in heat enginnering tunnel jaywalk section.The wide 5.4m of tunnel excavation section, the high 4m of vault, the tunnel vault is apart from face of land 5m.Geological conditions is: 0 to 2m is miscellaneous fill under the face of land, and 2 to 5m is the opaque silt, and 5 to 9m is the flour sand layer.Time landslide causes land subsidence in order to prevent tunnel piercing, guarantees traffic above-ground safety, adopts plate ceiling supporting tunneling construction method, utilizes board-plugging device plate of the present invention, forms the supporting of enclosed plate canopy at the tunnel vault.The long 1.5m of typing steel plate, wide 220mm, thickness of slab 4mm, the plate broad edge is a U-shaped, plate canopy set spacing 750mm to 1000mm, elementary supporting sprayed mortar 250mm is thick, secondary lining concrete 200mm.The tunnel excavation driving does not cave in, and guarantees that traffic above-ground is unimpeded.Construction safety is reliable, and speed is fast, and cost is low.
Claims (9)
1, a kind of construction method for supporting and excavating of plate inserting floor of soil based tunnel, it is characterized in that: before the tunnel piercing, along tunnel top, insert plate successively to tunneling direction, form the plate canopy at tunnel top, and at the tail end installing plate canopy support of plate, tunnel piercing then, when tunneling the length of a plate, again at the head end installing plate canopy support of plate, and between above-mentioned two guidance tape canopy supports follow-up reinforced mesh and sprayed mortar, promptly finish the plate tunneling construction of a working cell, and then plate is not inserted in the tunneling top, formation plate canopy, continuation tunnel piercing successively in the edge.
2, construction method for supporting and excavating of plate inserting floor of soil based tunnel according to claim 1, it is characterized in that: the plate that is adopted is the typing long slab, all with lock mouthful of the wide two edges of its plate, its fore shaft is shaped as any in corrugation shape, triangle, flute profile, the U-shaped, typing long slab in each working cell is engaged by fore shaft, the long both sides of the plate of the typing long slab between each working cell press mutually and take, and making formed plate canopy is closed type.
3, construction method for supporting and excavating of plate inserting floor of soil based tunnel according to claim 1, it is characterized in that: the plate that is adopted is the typing long slab, the wide both sides of plate of typing long slab overlap mutually in each working cell, the long both sides of the plate of the typing long slab between each working cell press mutually and take, and making formed plate canopy is closed type.
4, according to claim 2 or 3 described construction method for supporting and excavating of plate inserting floor of soil based tunnel, it is characterized in that: employed typing long slab is the long steel plate of typing, and its plate is long to be 1m to 6m, and plate is wide to be 150mm to 500mm, and thickness of slab is 3mm to 8mm.
5, construction method for supporting and excavating of plate inserting floor of soil based tunnel according to claim 4, it is characterized in that: after the plate tunneling construction of finishing a working cell, does not insert in the process of the long steel plate of typing at the tunneling top successively on the edge again, when the long steel plate of employed typing inserts in slave plate canopy support bottom, utilize the plate tail that send the plate device will finalize the design long steel plate to insert 300mm to 500mm in the soil layer.
6, the used board-plugging device of the described tunneling job practices of a kind of claim 1, this board-plugging device includes the chassis that has rubber tire, Power Drive Unit and board plug device, described Power Drive Unit includes the hydraulic oil pump that is driven by the external gas motivation, described hydraulic oil pump by the above-mentioned rubber tire of rubber tire fluid motor-driven voluntarily, it is characterized in that: described board plug device includes slewing equipment, this slewing equipment is installed on the described chassis, on the body of this slewing equipment, shaft gear is installed, two cross cylinders, the piston of described two cross cylinders respectively connects a tooth bar, and respectively with the teeth engagement of the symmetrical both sides of described shaft gear, this shaft gear connects revoliving arm by power transmission shaft, this revoliving arm upper end is hinged with the tailpiece of the piston rod of upper support oil cylinder, the cylinder body end of the lower end of this revoliving arm and lower support oil cylinder is hinged, the cylinder body end of described upper support oil cylinder, the tailpiece of the piston rod of described lower support oil cylinder is hinged on the support arm respectively, the head of this support arm is equipped with carriage, on this carriage, be provided with jib, front end at this jib is fixed with the sliding panel support, and on this jib, being provided with fixed head support and air hammer, the oil of above-mentioned each oil cylinder is imported and exported respectively and is connected with aforesaid hydraulic oil pump.
7, board-plugging device according to claim 6 is characterized in that: connect the hinged elevation angle oil cylinder of ears by two pairs on the front portion of described support arm.
8, board-plugging device according to claim 7, it is characterized in that: described jib is by placing two concave slide grooves on the described carriage, be located on this carriage in the mode of being slidingly connected, and advancing compensating cylinder by two pairs of jib ears parallel hinged on the outer bottom of this jib, this advances the oil of compensating cylinder to import and export with aforesaid hydraulic oil pump and connects.
9, board-plugging device according to claim 8, it is characterized in that: described fixed head support and air hammer by with its fixing fixed head on two pairs of slide blocks, be located on the described jib in the mode of being slidingly connected, and described jib is a groove shape, and the worm propeller by fluid motor-driven is housed in the groove of this jib, affixed with the said fixing plate with the nut of advancing of this worm propeller engagement, the oil of described hydraulic motor is imported and exported and aforesaid hydraulic oil pump connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN97119179A CN1047649C (en) | 1997-10-24 | 1997-10-24 | Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN97119179A CN1047649C (en) | 1997-10-24 | 1997-10-24 | Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1179501A true CN1179501A (en) | 1998-04-22 |
| CN1047649C CN1047649C (en) | 1999-12-22 |
Family
ID=5175256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN97119179A Expired - Fee Related CN1047649C (en) | 1997-10-24 | 1997-10-24 | Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1047649C (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100532786C (en) * | 2004-09-02 | 2009-08-26 | 同济大学 | Digging method for shallow underground hole |
| CN102226401A (en) * | 2011-04-15 | 2011-10-26 | 上海建工集团股份有限公司 | Non-vertical curtain structure and construction method thereof |
| CN104631492A (en) * | 2015-01-06 | 2015-05-20 | 济南轨道交通集团有限公司 | Underground arch top plate mounting method |
| CN105804771A (en) * | 2016-05-11 | 2016-07-27 | 宁波市交通规划设计研究院有限公司 | Deformation coordination control method for soft flowable plasticity soil tunnel construction |
| CN107060774A (en) * | 2017-05-08 | 2017-08-18 | 重庆电讯职业学院 | A kind of anti-tunnel portal wall damage device and construction method |
| CN109611137A (en) * | 2018-12-26 | 2019-04-12 | 长安大学 | A kind of adjoining tunnel method of ventilation of opening sunshade connection |
| CN111140237A (en) * | 2020-01-08 | 2020-05-12 | 合肥市轨道交通集团有限公司 | Underground excavation method for subway tunnel tunneling |
| CN111502705A (en) * | 2019-03-14 | 2020-08-07 | 中铁五局集团有限公司 | Tunnel steel plate advanced support structure and method |
| CN111828048A (en) * | 2020-07-28 | 2020-10-27 | 中建七局安装工程有限公司 | Method for preventing powder soil from collapsing at top of shallow-buried and underground-excavated tunnel construction hole |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87100318B (en) * | 1987-01-23 | 1988-06-22 | 陶义 | Secretly digging method with predisposed roof |
| CN1042662C (en) * | 1993-04-13 | 1999-03-24 | 中国人民解放军沈阳军区后勤部基建营房部 | Dead-weight balanced cantilever-shed frame method |
-
1997
- 1997-10-24 CN CN97119179A patent/CN1047649C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100532786C (en) * | 2004-09-02 | 2009-08-26 | 同济大学 | Digging method for shallow underground hole |
| CN102226401A (en) * | 2011-04-15 | 2011-10-26 | 上海建工集团股份有限公司 | Non-vertical curtain structure and construction method thereof |
| CN104631492A (en) * | 2015-01-06 | 2015-05-20 | 济南轨道交通集团有限公司 | Underground arch top plate mounting method |
| CN105804771A (en) * | 2016-05-11 | 2016-07-27 | 宁波市交通规划设计研究院有限公司 | Deformation coordination control method for soft flowable plasticity soil tunnel construction |
| CN105804771B (en) * | 2016-05-11 | 2018-09-07 | 宁波市交通规划设计研究院有限公司 | A kind of compatibility of deformation control method of the native constructing tunnel of plastic flow modeling |
| CN107060774A (en) * | 2017-05-08 | 2017-08-18 | 重庆电讯职业学院 | A kind of anti-tunnel portal wall damage device and construction method |
| CN107060774B (en) * | 2017-05-08 | 2018-12-18 | 重庆电讯职业学院 | A kind of anti-tunnel portal wall damage device and construction method |
| CN109611137A (en) * | 2018-12-26 | 2019-04-12 | 长安大学 | A kind of adjoining tunnel method of ventilation of opening sunshade connection |
| CN111502705A (en) * | 2019-03-14 | 2020-08-07 | 中铁五局集团有限公司 | Tunnel steel plate advanced support structure and method |
| CN111140237A (en) * | 2020-01-08 | 2020-05-12 | 合肥市轨道交通集团有限公司 | Underground excavation method for subway tunnel tunneling |
| CN111828048A (en) * | 2020-07-28 | 2020-10-27 | 中建七局安装工程有限公司 | Method for preventing powder soil from collapsing at top of shallow-buried and underground-excavated tunnel construction hole |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1047649C (en) | 1999-12-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100577986C (en) | Goaf surrounding rock around gob-side supporting method under three soft geological condition | |
| WO2021203625A1 (en) | Composite supporting structure, and construction system and method | |
| CN101818648B (en) | Roadside extrusion forming template filled by gangue | |
| CN105735995A (en) | Gob-side roadway retaining method based on roof cutting of soft roof plate | |
| CN1800514A (en) | Big section pipe roof- box culvert jacking construction method | |
| CN110259449B (en) | Strip filling mining method for extra-thick coal seam by means of steel mould trolley | |
| CN201661310U (en) | Waste rock roadside filling extruded formwork | |
| CN110469341A (en) | A kind of assembly of Underground Subway Station combines integrated morphology and construction method with pouring | |
| CN104863588A (en) | Advanced pier column pre-arranging gob-side entry retaining method | |
| CN106014443A (en) | Method for preventing roadway floor heaving and wall sliding of gob-side entry retaining | |
| CN1179501A (en) | Construction method for supporting and excavating of plate inserting floor of soil based tunnel and its plate inserting machine | |
| US4174135A (en) | Underground formed wall single-entry mining method | |
| CN115681613A (en) | Pipe jacking construction method for silt silty clay layer construction | |
| CN114718113A (en) | U-shaped shield tunneling machine suitable for soft rock stratum and construction method | |
| GB2076449A (en) | Process for the construction of an underground structure and a strucutre thus obtained | |
| CN113818889B (en) | Construction method for crossing underground shield tunnel through civil air defense roadway | |
| CN211648162U (en) | A open shield structure machine system of impulse type for executing and do underground box culvert | |
| CN114776368A (en) | System for adopt to fill and stay integration and combine and adopt waste filling working face | |
| CN114776369A (en) | Roadway retaining method for fully-mechanized mining filling working face of gangue solid | |
| CN209724331U (en) | A kind of portal support type pick, branch, fortune, bores all-in-one machine at anchor | |
| CN108843339B (en) | The auxiliary slip casting platform and construction method of large-scale solution cavity are passed through when existing tunnel digs | |
| CN110130958A (en) | A kind of control method of gob side entry retaining pucking | |
| CN1445436A (en) | Self-supporting hidden digging structure | |
| CN2498331Y (en) | Support shed for underground engineering | |
| CN217400961U (en) | System for adopt to fill and stay integration and combine and adopt waste filling working face |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |