CN108756933A - A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components - Google Patents
A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components Download PDFInfo
- Publication number
- CN108756933A CN108756933A CN201810393940.XA CN201810393940A CN108756933A CN 108756933 A CN108756933 A CN 108756933A CN 201810393940 A CN201810393940 A CN 201810393940A CN 108756933 A CN108756933 A CN 108756933A
- Authority
- CN
- China
- Prior art keywords
- prefabricated post
- bellows
- prefabricated
- metal bellows
- double layer
- 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
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000002184 metal Substances 0.000 claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 239000000463 material Substances 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 17
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 238000002347 injection Methods 0.000 abstract 1
- 239000007924 injection Substances 0.000 abstract 1
- 238000009417 prefabrication Methods 0.000 abstract 1
- 238000007569 slipcasting Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 244000062793 Sorghum vulgare Species 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil 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 present invention relates to a kind of bellows-type quick connecting methods of prefabricated components inside double layer tunnel, this method is to pour arcuate base (7) in advance on the section of jurisdiction (8) of double layer tunnel, it is embedded with metal bellows (4) in the arcuate base (7), prefabricated post (1) is set in arcuate base (7), there is prefabricated post to connect reinforcing bar (2) in the prefabricated post (1), prefabricated post connects reinforcing bar (2) and is stretched out from prefabricated post (1) bottom, it is inserted into metal bellows (4) pre-buried in arcuate base (7), finally, the injection grouting material (3) inside metal bellows (4).Compared with prior art, prefabricated post prefabrication of the present invention, standardized production is quality controllable, and non-environmental-pollution, speed of production is fast, and prefabricated post is docked with arcuate base to be easy, and construction efficiency is high, and structural strength is good.
Description
Technical field
The invention belongs to Tunnel Engineering field, the bellows-type for being related to a kind of double layer tunnel inside prefabricated components quickly connects
Method.
Background technology
Currently, the construction generally use prefabricated component rapid construction flyunder of large-diameter shield internal double layers lane structure
Afterwards, cast-in-place construction upper layer fine strain of millet, plate, rod structure method, as above sea Road tunnel, three road tunnel of welcome, military project road tunnel with
And three road tunnel of Nanjing latitude etc..This construction method structural integrity, durability and other effects are preferable, but the engineering method is prefabricated
Degree is relatively low, and in addition to flyunder, other internal components are both needed to cast in situs.Due to tunnel internal narrow space, internal structure
Construction organization is inconvenient, if constructed using cast-in-place method, not only speed of application is slow, but also influences shield and normally promote, and then influences
The duration of entire shield tunnel.Therefore, in modern shield tunnel construction, internal structure construction is prefabricated or even complete pre- using half
Inhibition and generation technology is inevitable trend.
Precast construction has many advantages, such as that production efficiency height, good product quality, labor intensity be low, environmental protection.But
But for prefabricated construction system, connecting node is most important, and node will not only be convenient for construction, but also will be
Its integrality is kept under geological process.The quick connection side of bellows-type of prefabricated components inside double layer tunnel proposed by the present invention
Method, docking are easy, and construction efficiency is high, and structural strength is good, have engineering application value.
Invention content
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of prefabricated post factory is pre-
System, standardized production is quality controllable, and construction efficiency is high, is conducive to improve tunnel internal structure construction speed, shortens constructing tunnel
The bellows-type quick connecting method of prefabricated components inside the double layer tunnel of duration.
The purpose of the present invention can be achieved through the following technical solutions：A kind of ripple of double layer tunnel inside prefabricated components
Tubular type quick connecting method, which is characterized in that this method is to pour arcuate base in advance on the section of jurisdiction of double layer tunnel, the arc
It is embedded with metal bellows in pedestal, prefabricated post is set in arcuate base, has prefabricated post to connect reinforcing bar, prefabricated post in the prefabricated post
Connection reinforcing bar is stretched out from prefabricated column bottom, is inserted into metal bellows pre-buried in arcuate base, finally, in metal bellows
Grouting material is injected in portion.
Pre-buried prefabricated post connection reinforcing bar is more in the prefabricated post, is vertically arranged in prefabricated post side.
Multiple metal bellows are embedded in the prefabricated post, the cloth corresponding with prefabricated post connection reinforcing bar in arcuate base
It sets.
Pre-buried prefabricated post connection reinforcing bar is identical as the axis of metal bellows in the arcuate base.
Trepanning is arranged at the wavy metal bottom of the tube and top, which draws arcuate base surface by pvc pipe so that
After the prefabricated post connection reinforcing bar that prefabricated post end stretch goes out is inserted into metal bellows pre-buried in arcuate base, in metal bellows
Inside fills grouting material.
Trepanning on the metal bellows is tightly connected with the pvc pipe.
The metal bellows overall length connects bar diameters not less than 24 times of prefabricated posts, metal bellows minimum diameter with
The difference that prefabricated post connects reinforcing bar nominal diameter is not less than 40mm.
Compared with prior art, the invention has the advantages that：Due to tunnel internal narrow space, internal structure is applied
Work tissue is inconvenient, and in conventional tunnel structure, the cast-in-place method construction of column generally use, this so that speed of application is slow, influences
Shield normally promotes, and then influences the duration of entire shield tunnel.The ripple of prefabricated components inside this double layer tunnel of the present invention
The docking of tubular type quick connecting method is easy, and construction efficiency is high, and structural strength is good, and allows tunnel internal column in factory
It is prefabricated, shorten the construction period.
Description of the drawings
Fig. 1 is the elevational schematic view of the embodiment of the present invention；
Fig. 2 is the A-A sectional views of embodiment illustrated in fig. 1；
Fig. 3 is the metal bellows structural map of embodiment illustrated in fig. 1；
Attached figure label explanation：
1-prefabricated post；2-prefabricated posts connect reinforcing bar；3-grouting materials；4-metal bellows；5-pulp pvc pipe a；6―
Slip casting pvc pipe b；7-arcuate bases；8-sections of jurisdiction；9-metal bellows slurry outlet a；10-metal bellows injected hole b.
Specific implementation mode
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
As shown in Figs. 1-3, inside a kind of double layer tunnel prefabricated components bellows-type quick connecting method, this method be
Arcuate base 7 is poured in advance on the section of jurisdiction 8 of double layer tunnel, is embedded with metal bellows 4 in the arcuate base 7, in arcuate base 7
Prefabricated post 1 is set, has prefabricated post to connect reinforcing bar 2 in the prefabricated post 1, prefabricated post connects reinforcing bar 2 and stretched out from 1 bottom of prefabricated post, inserted
Enter in metal bellows 4 pre-buried in arcuate base 7, finally, grouting material 3 is injected inside metal bellows 4.
Wherein, prefabricated post pre-buried in prefabricated post 1 connection reinforcing bar 2 is more, is vertically arranged in 1 side of prefabricated post.Institute
Multiple metal bellows 4 are embedded in the prefabricated post 1 stated, the arrangement corresponding with prefabricated post connection reinforcing bar 2 in arcuate base 7.
Pre-buried prefabricated post connection reinforcing bar 2 is identical as the axis of metal bellows 4 in the arcuate base 7.Described
Trepanning is arranged at 4 bottom of metal bellows and top：Metal bellows slurry outlet a9 and metal bellows injected hole b10 are (such as Fig. 3 institutes
Show), metal bellows slurry outlet a9 is tightly connected with slip casting pvc pipe b6, metal bellows injected hole b10 and pulp pvc pipe a5
It is tightly connected, two trepannings draw 7 surface of arcuate base by two slip casting pvc pipes so that go out from 1 end stretch of prefabricated post prefabricated
Column connects reinforcing bar 2 and is inserted into after metal bellows 4 pre-buried in arcuate base 7, and grouting can be filled inside metal bellows 4
Material.
4 overall length of metal bellows connects 2 diameters of reinforcing bar not less than 24 times of prefabricated posts, in 4 minimum of metal bellows
The difference that diameter connect 2 nominal diameter of reinforcing bar with prefabricated post is not less than 40mm.
This hair can be understood and applied the above description of the embodiments is intended to facilitate those skilled in the art
It is bright.Person skilled in the art obviously easily can make various modifications to these embodiments, and described herein
General Principle is applied in other embodiment without having to go through creative labor.Therefore, the present invention is not limited to implementations here
Example, those skilled in the art's announcement according to the present invention, the improvement made for the present invention and modification all should be the present invention's
Within protection domain.
Claims (7)
1. the bellows-type quick connecting method of prefabricated components inside a kind of double layer tunnel, which is characterized in that this method is double
Arcuate base (7) is poured in advance on the section of jurisdiction (8) in layer tunnel, and metal bellows (4), arc are embedded in the arcuate base (7)
Prefabricated post (1) is set on pedestal (7), has in the prefabricated post (1) prefabricated post to connect reinforcing bar (2), prefabricated post connects reinforcing bar (2) from pre-
Column (1) bottom processed is stretched out, and is inserted into metal bellows (4) pre-buried in arcuate base (7), finally, in metal bellows (4)
Grouting material (3) is injected in portion.
2. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 1
Sign is that pre-buried prefabricated post connection reinforcing bar (2) is more in the prefabricated post (1), the vertical cloth in prefabricated post (1) side
It sets.
3. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 1
Sign is, multiple metal bellows (4) are embedded in the prefabricated post (1), and steel is connect with prefabricated post in arcuate base (7)
The corresponding arrangement of muscle (2).
4. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 1
Sign is that pre-buried prefabricated post connection reinforcing bar (2) is identical as the axis of metal bellows (4) in the arcuate base (7).
5. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 1
Sign is that trepanning is arranged at the metal bellows (4) bottom and top, which draws arcuate base (7) table by pvc pipe
Face so that be inserted into metal bellows pre-buried in arcuate base (7) from the prefabricated post connection reinforcing bar (2) that prefabricated post (1) end stretch goes out
(4) after, grouting material is filled inside metal bellows (4).
6. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 5
Sign is that the trepanning on the metal bellows (4) is tightly connected with the pvc pipe.
7. the bellows-type quick connecting method of prefabricated components, special inside a kind of double layer tunnel according to claim 1
Sign is that not less than 24 times prefabricated posts of the metal bellows (4) overall length connect reinforcing bar (2) diameter, and metal bellows (4) is most
The difference that small internal diameter connect reinforcing bar (2) nominal diameter with prefabricated post is not less than 40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810393940.XA CN108756933A (en) | 2018-04-27 | 2018-04-27 | A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810393940.XA CN108756933A (en) | 2018-04-27 | 2018-04-27 | A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108756933A true CN108756933A (en) | 2018-11-06 |
Family
ID=64012452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810393940.XA Pending CN108756933A (en) | 2018-04-27 | 2018-04-27 | A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756933A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761344A (en) * | 2010-01-14 | 2010-06-30 | 华南理工大学 | Prefabricated pipe section for shield tunnel and preparation method thereof |
| CN102966016A (en) * | 2012-12-18 | 2013-03-13 | 中交公路规划设计院有限公司 | Internal double-layer prefabricated traffic lane structure of shield tunnel |
| CN204691081U (en) * | 2015-05-25 | 2015-10-07 | 沈阳建筑大学 | Containing constraint bellows reinforcement lapping connection component with ribbing |
| CN106320537A (en) * | 2016-10-31 | 2017-01-11 | 华侨大学 | Prefabricated concrete-filled square steel tube column and steel girder connecting joint |
| CN107288269A (en) * | 2017-07-21 | 2017-10-24 | 长沙远大住宅工业集团股份有限公司 | A kind of prefabricated post attachment structure |
| CN107447647A (en) * | 2017-07-25 | 2017-12-08 | 武汉理工大学 | Assembled bridge pier and its construction method |
| CN206829417U (en) * | 2017-06-08 | 2018-01-02 | 陕西建筑产业投资集团有限公司 | Anchor formula connecting structure under a kind of precast shear wall vertical reinforcement bellows |
| CN207063153U (en) * | 2017-02-23 | 2018-03-02 | 华西能源工程有限公司 | A kind of sleeve grouting formula reinforced concrete precast assembling bean column node |
-
2018
- 2018-04-27 CN CN201810393940.XA patent/CN108756933A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761344A (en) * | 2010-01-14 | 2010-06-30 | 华南理工大学 | Prefabricated pipe section for shield tunnel and preparation method thereof |
| CN102966016A (en) * | 2012-12-18 | 2013-03-13 | 中交公路规划设计院有限公司 | Internal double-layer prefabricated traffic lane structure of shield tunnel |
| CN204691081U (en) * | 2015-05-25 | 2015-10-07 | 沈阳建筑大学 | Containing constraint bellows reinforcement lapping connection component with ribbing |
| CN106320537A (en) * | 2016-10-31 | 2017-01-11 | 华侨大学 | Prefabricated concrete-filled square steel tube column and steel girder connecting joint |
| CN207063153U (en) * | 2017-02-23 | 2018-03-02 | 华西能源工程有限公司 | A kind of sleeve grouting formula reinforced concrete precast assembling bean column node |
| CN206829417U (en) * | 2017-06-08 | 2018-01-02 | 陕西建筑产业投资集团有限公司 | Anchor formula connecting structure under a kind of precast shear wall vertical reinforcement bellows |
| CN107288269A (en) * | 2017-07-21 | 2017-10-24 | 长沙远大住宅工业集团股份有限公司 | A kind of prefabricated post attachment structure |
| CN107447647A (en) * | 2017-07-25 | 2017-12-08 | 武汉理工大学 | Assembled bridge pier and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107905092A (en) | A kind of prefabricated assembled bridge pier and its assembling and construction method | |
| CN103088915B (en) | A kind of cast-in-place post with cap and construction method | |
| WO2021057388A1 (en) | Apparatus for fabricating concrete shaft wellbore model and usage method | |
| CN201261950Y (en) | Open pore structure on steel reinforced concrete pond wall | |
| CN204753836U (en) | Connected node of precast reinforced concrete roof beam and coincide post | |
| CN104314075A (en) | Conical concrete pile tip, tubular pile provided with pile tip and production method of tubular pile | |
| CN106193644A (en) | Basement reconstruction structure with raft foundation building | |
| CN103386709B (en) | A kind of shockproof resistance to plucking bending resistance prefabricated pile and prefabricated pile manufacture craft | |
| CN108756933A (en) | A kind of bellows-type quick connecting method of double layer tunnel inside prefabricated components | |
| CN217098282U (en) | Structure for preventing inner die of prefabricated box girder from floating upwards | |
| CN208330390U (en) | A kind of bellows connector of prefabricated post and arcuate base | |
| CN206486892U (en) | A kind of pile with fluting and the high frictional resistance prefabricated tubular pile for using reinforcing bar outside weld pile extension | |
| CN217713886U (en) | Comprehensive utilization platform in ultra-long distance small-diameter tunnel | |
| CN208845183U (en) | Assembled tube coupling | |
| CN108708741A (en) | A kind of telescopic quick connecting method of double layer tunnel inside prefabricated stand column-pedestal | |
| CN201010899Y (en) | Corrugated pipe pile | |
| CN105133646A (en) | Underground steel and concrete structure pipeline and manufacturing method thereof | |
| CN203222817U (en) | Connecting structure of basement stand column | |
| CN105178356A (en) | Setting-up construction method for vertical joint bars of columns in reverse building method | |
| CN206521941U (en) | Interior formula unilateral formwork system that draws | |
| CN206158226U (en) | Quick reinforced concrete column structure of steel pipe slip casting | |
| CN208330403U (en) | A kind of telescopic quick coupling of double layer tunnel | |
| CN205205847U (en) | Frame construction of stake cushion cap | |
| CN210599094U (en) | Construct auxiliary device of barricade | |
| CN208395643U (en) | Hoop prestressed pipeline structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |