CN207905825U - A kind of circular cross section tunnel lining construction device three times - Google Patents
A kind of circular cross section tunnel lining construction device three times Download PDFInfo
- Publication number
- CN207905825U CN207905825U CN201820163884.6U CN201820163884U CN207905825U CN 207905825 U CN207905825 U CN 207905825U CN 201820163884 U CN201820163884 U CN 201820163884U CN 207905825 U CN207905825 U CN 207905825U
- Authority
- CN
- China
- Prior art keywords
- tunnel
- lining
- section
- concrete
- circular cross
- 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.)
- Active
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
A kind of circular cross section tunnel lining construction device three times, including：Tunnel advanced support is set in tunnel circular cross section, Tunnel is set on the inside of tunnel advanced support, Tunnel Second Lining is arranged in the inside of Tunnel, and tunnel waterproofing layer is provided on the inside of Tunnel Second Lining, tunnel lining cutting three times is provided on the inside of tunnel waterproofing layer；The utility model has many advantages, such as to remove that temporary supporting system, construction environment safety, process interference is small, speed of application is fast in time, can promote the use of constructing tunnel field.
Description
Technical field
The utility model belongs to technical field of tunnel construction, and in particular to arrives a kind of circular cross section tunnel lining construction three times
Device.
Background technology
In the construction of city underground shallow-depth-excavation tunnel, liner structure generally uses secondary liner structure, i.e. once lining
(preliminary bracing structure)+secondary lining (reinforced concrete lining layer), and waterproof layer is set among once lining and secondary lining.
But in tunnel excavation support, due to hydrogeologic condition limitation (level of ground water height, geology country rock difference etc.) or construction ring
Border condition element influences (buried depth is shallow, above ground structure is intensive etc.), to ensure tunnel excavation safety, generally uses temporary support
System adds interim median septum or interim inverted arch in CD or CRD methods.
In Tunnel Second Lining structure construction, general using bottom inverted arch of first constructing, re-segmenting removes temporary support
System, segmentation installation waterproof layer, the secondary armored concrete liner structure of construction.Especially in circular cross section tunnel, inverted arch filling
Layer structure is very thin, can not only remove temporary supporting system safely after the completion of inverted arch is constructed.
Therefore when the circular tunnel section for being provided with temporary supporting system carries out Tunnel Second Lining structure construction, generally
It is that construction period is very long, speed is slower, and process interference is big, and effect is low.
Invention content
The technical problem to be solved by the utility model is to overcome above-mentioned the deficiencies in the prior art, providing one kind can be timely
It removes temporary supporting system, construction environment safety, process and interferes small, speed of application is fast circular cross section tunnel lining construction three times
Method.
Solve above-mentioned technical problem the technical solution adopted is that include the following steps including：It is arranged in tunnel circular cross section
Tunnel is arranged in tunnel advanced support, tunnel advanced support inside, and the inside setting tunnel of Tunnel is secondary
Lining cutting, Tunnel Second Lining inside are provided with tunnel waterproofing layer, tunnel lining cutting three times are provided on the inside of tunnel waterproofing layer.
The tunnel advanced support of the utility model is included in the Shed-pipe Advanced Support that tunnel cross-section outer rim squeezes into a diameter of 146mm,
The advanced self-feeding anchor pile of a diameter of 32mm and slip casting are squeezed on the inside of tunnel cross-section Shed-pipe Advanced Support.
The Tunnel of the utility model includes loopful setting steel arch-shelf, steel arch-shelf both sides in tunnel circular cross section
It is provided with lock foot anchoring stock, is laid with bar-mat reinforcement, C25 early strength concrete tunneling boring supportings is sprayed, is added in the concrete micro- swollen
Swollen dose, the interim mid-board being connected with Tunnel and interim inverted arch are set in tunnel cross-section.
The interim mid-board and interim inverted arch of the utility model are all made of profile steel frame, overlay bar-mat reinforcement and spray C25 and mix
Solidifying soil forms temporary support node concrete.
The Tunnel Second Lining of the utility model is included in after the completion of Tunnel, cuts part temporary support coagulation
Soil cuts thickness and is adapted with Second Lining Construction required thickness, and retains bracing members, segmentation installation secondary lining reinforcing bar, mould
Plate, holder, casting concrete.
The tunnel waterproofing layer of the utility model is included in after completion secondary lining, form removal, cuts all interim branch
Concrete is supportted, interim profile steel frame, repairing leveling secondary lining concrete surface are cut off, installation overlays waterproof roll.
The lining cutting three times of the utility model includes the lining cutting of construction inverted arch, arch wall lining cutting, inverted arch fill concrete, and described faces upward
Arch lining block is included in section bottom and overlays waterproof roll, surface installation lining cutting reinforcing bar three times, erects template, casting concrete,
Steel plate water stopper is set in the middle part of the construction joint of side wall lining longitudinal direction；The inverted arch fill concrete, which is included in inverted arch bottom and pours, to be filled out
Fill concrete；The arch wall lining cutting includes that lining cutting reinforcing bar, use are whole three times along waterproof roll surface setting tunnel arch wall is overlay
Body formula lining trolley construction lining concrete three times.
The utility model has the following advantages compared with the existing technology：
1, tunnel cross-section is small, and construction is smaller to the disturbance on stratum.
2, bored tunnel mostly uses horseshoe type, oblate type, and circular cross section stress is evenly.
3, it is designed relative to two layers of liner structure, three layers of liner structure design can be complete in second layer reinforced concrete lining layer
Cheng Houke, which shifts to an earlier date, all removes temporary support, and speed of application is relatively faster.
4, waterproof layer is set between second layer lining cutting and third layer lining cutting, waterproof layer laying basal plane is more smooth, more sharp
In the construction quality of control waterproof layer, ensure the construction quality of entire circular cross section.
Description of the drawings
Fig. 1 is the full face liner structure schematic diagram of the utility model.
Fig. 2 is the utility model longitudinal direction liner structure schematic diagram.
Fig. 3 is the utility model once lining structural schematic diagram.
Fig. 4 is the utility model secondary liner structure schematic diagram.
Fig. 5,6 are the utility model lining cutting and waterproof construction structure schematic diagrames three times.
In figure：1, Shed-pipe Advanced Support；2, advanced self-feeding anchor pile；3, Tunnel；4, secondary lining；5, waterproof is overlay
Coiled material；6, lining cutting three times；7, lock foot anchoring stock；8, interim mid-board；9, interim inverted arch；10, temporary support node concrete；11、
Inverted arch lining cutting；12, arch wall lining cutting；13, steel plate water stopper；14, inverted arch fill concrete.
Specific implementation mode
The utility model is described in further details with reference to the accompanying drawings and examples, but the utility model is not limited to this
A little embodiments.
Embodiment 1
In Fig. 1,2, a kind of circular cross section tunnel of the utility model lining construction device three times, including：In tunnel circle
Tunnel advanced support is set in section, Tunnel is set on the inside of tunnel advanced support, is set on the inside of Tunnel
Tunnel Second Lining is set, tunnel waterproofing layer is provided on the inside of Tunnel Second Lining, tunnel is provided with three times on the inside of tunnel waterproofing layer
Lining cutting.
In figure 3, the tunnel advanced support of the present embodiment is included in tunnel cross-section outer rim and squeezes into the advanced of a diameter of 146mm
Advanced self-feeding anchor pile 2 and the slip casting of a diameter of 32mm is squeezed into pipe canopy 1,1 inside of tunnel cross-section Shed-pipe Advanced Support.
The Tunnel 3 of the present embodiment includes loopful setting steel arch-shelf, steel arch-shelf both sides in tunnel circular cross section
It is provided with lock foot anchoring stock 7, is laid with bar-mat reinforcement, C25 early strength concrete tunneling boring supportings is sprayed, is added in the concrete micro- swollen
Swollen dose, the interim mid-board 8 being connected with Tunnel 3 and interim inverted arch 9, interim mid-board are set in tunnel cross-section
8 and interim inverted arch 9 be all made of profile steel frame, overlay bar-mat reinforcement and simultaneously spray C25 concrete.
In Fig. 4, the Tunnel Second Lining of the present embodiment is included in after the completion of Tunnel 3, and it is interim to carry out part
Support node concrete 10 is cut, and is cut thickness and is adapted with the construction required thickness of secondary lining 4, thickness needs to meet " secondary lining
Build design thickness+template thickness+stupefied thickness of branch sortie ", and a little surplus capacities are reserved, it is easily installed support and adjusts；Interim mid-board 8
Up and down and 9 two side ends of interim inverted arch retain type steel support so that type steel support is with 4 concreting of secondary lining temporarily for part
One cuts reinforcing bar, template, the holder of segmentation installation secondary lining 4 after temporary support node concrete 10, casting concrete.
In Figure 5, tunnel waterproofing layer is included in after completion secondary lining 4, form removal, cuts all interim mid-boards
8 and interim inverted arch 9, and the support of the profile steel frame in gib is cut off, repairing leveling 4 concrete surface of secondary lining, installation
Overlay waterproof roll 5.
In figure 6, lining cutting includes construction inverted arch lining cutting 11, arch wall lining cutting 12, inverted arch fill concrete 14, institute three times in tunnel
The inverted arch lining cutting 11 stated is included in section bottom and overlays waterproof roll 5, and cross-sectional face installs inverted arch lining cutting reinforcing bar three times, erects end
Head mould plate and arc formwork pour inverted arch concrete lining, and steel plate water stopper 13 is arranged in the middle part of the construction joint of side wall lining longitudinal direction,
Inverted arch fill concrete 14 is poured in bottom；The arch wall lining cutting 12 includes that edge overlays 5 surface of waterproof roll setting tunnel arch
Wall lining cutting reinforcing bar three times, using integral type lining platform building cart construction lining concrete three times；The lining concrete three times uses
The impervious armored concrete of C30, inverted arch filling use C20 normal concretes, inverted arch fill concrete 14 using primary concreting at
Type.
Claims (7)
1. a kind of circular cross section tunnel lining construction device three times, it is characterised in that including：Tunnel is set in tunnel circular cross section
Tunnel is arranged in road advance support, tunnel advanced support inside, and the secondary lining in tunnel is arranged in the inside of Tunnel
It builds, tunnel waterproofing layer is provided on the inside of Tunnel Second Lining, tunnel lining cutting three times is provided on the inside of tunnel waterproofing layer.
2. a kind of circular cross section tunnel according to claim 1 lining construction device three times, it is characterised in that：The tunnel
Road advance support is included in the Shed-pipe Advanced Support that tunnel cross-section outer rim squeezes into a diameter of 146mm, is beaten on the inside of tunnel cross-section Shed-pipe Advanced Support
Enter the advanced self-feeding anchor pile of a diameter of 32mm and slip casting.
3. a kind of circular cross section tunnel according to claim 1 lining construction device three times, it is characterised in that：The tunnel
Road preliminary bracing includes the loopful setting steel arch-shelf in tunnel circular cross section, and steel arch-shelf both sides are provided with lock foot anchoring stock, laying steel
Muscle net sprays C25 early strength concrete tunneling boring supportings, adds micro-expanding agent in the concrete, be arranged in tunnel cross-section
The interim mid-board and interim inverted arch being connected with Tunnel.
4. a kind of circular cross section tunnel according to claim 3 lining construction device three times, it is characterised in that：Described faces
When mid-board and interim inverted arch be all made of profile steel frame, overlay bar-mat reinforcement and spray C25 concrete to form temporary support node mixed
Solidifying soil.
5. a kind of circular cross section tunnel according to claim 4 lining construction device three times, it is characterised in that：The tunnel
Road secondary lining is included in after the completion of Tunnel, cuts part temporary support concrete, cuts thickness and secondary lining
Required thickness of constructing is adapted, and retains bracing members, segmentation installation secondary lining reinforcing bar, template, holder, casting concrete.
6. a kind of circular cross section tunnel according to claim 1 lining construction device three times, it is characterised in that：The tunnel
Road waterproof layer is included in after completion secondary lining, and form removal cuts whole temporary support concrete, cuts off interim shaped steel steel
Frame, repairing leveling secondary lining concrete surface, installation overlay waterproof roll.
7. a kind of circular cross section tunnel according to claim 1 lining construction device three times, it is characterised in that：Described three
Secondary lining cutting includes the lining cutting of construction inverted arch, arch wall lining cutting, inverted arch fill concrete, and it is pre- that the inverted arch lining cutting is included in section bottom
Waterproof roll, surface installation lining cutting reinforcing bar three times are spread, template, casting concrete, in the middle part of the construction joint of side wall lining longitudinal direction are erected
Steel plate water stopper is set；The inverted arch fill concrete is included in inverted arch bottom and pours fill concrete；The arch wall lining
Block includes that edge overlays waterproof roll surface setting tunnel arch wall lining cutting reinforcing bar three times, is served as a contrast three times using the construction of integral type lining platform building cart
Building concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820163884.6U CN207905825U (en) | 2018-01-31 | 2018-01-31 | A kind of circular cross section tunnel lining construction device three times |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820163884.6U CN207905825U (en) | 2018-01-31 | 2018-01-31 | A kind of circular cross section tunnel lining construction device three times |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207905825U true CN207905825U (en) | 2018-09-25 |
Family
ID=63562557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820163884.6U Active CN207905825U (en) | 2018-01-31 | 2018-01-31 | A kind of circular cross section tunnel lining construction device three times |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207905825U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057821A (en) * | 2018-09-28 | 2018-12-21 | 浙江八达隧道工程股份有限公司 | Highway soft rock tunnel bilayer arch supporting construction system and its construction method |
| CN110206563A (en) * | 2019-06-25 | 2019-09-06 | 深圳市综合交通设计研究院有限公司 | A kind of full packet waterproof composite lining structure resistant to pressure and its construction method |
-
2018
- 2018-01-31 CN CN201820163884.6U patent/CN207905825U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057821A (en) * | 2018-09-28 | 2018-12-21 | 浙江八达隧道工程股份有限公司 | Highway soft rock tunnel bilayer arch supporting construction system and its construction method |
| CN110206563A (en) * | 2019-06-25 | 2019-09-06 | 深圳市综合交通设计研究院有限公司 | A kind of full packet waterproof composite lining structure resistant to pressure and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108180025A (en) | A kind of circular cross section tunnel lining construction method three times | |
| CN111075454B (en) | Double-arch tunnel five-hole excavation method | |
| CN104500082B (en) | In Tunneling by mining method, shield receives construction method | |
| CN101725149B (en) | Construction method of long open-cut tunnel | |
| CN109026064B (en) | Construction method for large-span multi-arch tunnel with semi-bright and semi-dark | |
| CN104612698A (en) | Method for constructing upper step middle partition wall of shallow-buried excavation tunnel | |
| CN105201516B (en) | A kind of main structure of subway station and its tetrad arch PBA excavating construction methods | |
| CN101949122B (en) | Method for controlling settlement by horizontally drilling at embankment and injecting light weight replacing material under normal traffic circumstance | |
| CN103821219A (en) | Top pipe construction modification inspection well construction method | |
| CN108625863A (en) | A kind of weak soil shield receives control and reinforcement means | |
| CN103670446B (en) | Circular diversion tunnel 2/3 circle concrete-liner construction method | |
| CN209924998U (en) | Shallow earthing shield tunnel is worn road reinforcement protection architecture down | |
| CN110984999A (en) | Tunnel shaft construction method | |
| CN110004991A (en) | Underground structure anti-floating system and construction method based on raised type tangs plate | |
| CN108561156A (en) | Separate tunnel changes arch supporting construction and its construction method | |
| CN110761808A (en) | Large-section loess tunnel supporting system and supporting construction method | |
| CN109667603A (en) | A kind of super shallow-buried tunnel structure and construction method | |
| CN108412506A (en) | Ground fissure region tunnel lining structure based on shield tunnel and its construction method | |
| CN207905825U (en) | A kind of circular cross section tunnel lining construction device three times | |
| CN207033463U (en) | Mine shield handing-over tunnel folded type joint design in the middle part of marine site | |
| CN104481555A (en) | Method of grouting and drilling construction by passing through weak surrounding rock | |
| CN208040386U (en) | A kind of ground fissure region tunnel lining structure based on shield tunnel | |
| CN208380578U (en) | Precast construction in a kind of roads and tunnels | |
| CN104963348B (en) | Soft soil area tower crane foundation construction supporting structure and construction method thereof | |
| CN104453915B (en) | Big cross section vertical shaft pre-pouring grout reinforces Rapid Excavation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |