CN106522266A - Light high-strength anti-seepage anti-seismic pipe gallery and construction method - Google Patents
Light high-strength anti-seepage anti-seismic pipe gallery and construction method Download PDFInfo
- Publication number
- CN106522266A CN106522266A CN201611042731.8A CN201611042731A CN106522266A CN 106522266 A CN106522266 A CN 106522266A CN 201611042731 A CN201611042731 A CN 201611042731A CN 106522266 A CN106522266 A CN 106522266A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- wallboard
- arched door
- external
- base plate
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
Abstract
The invention relates to a light high-strength anti-seepage anti-seismic pipe gallery and a construction method. the light high-strength anti-seepage anti-seismic pipe gallery comprises an arched door, wherein the lower ends at the two ends of the arched door are separately connected with wall plates which are vertically arranged through bolts; a bottom plate is arranged between the two wall plates; the two sides of the bottom plate are separately connected with the corresponding wall plates through bolts; and sealing adhesive tapes are arranged between the joints of the wall plates and the arched door and the joints of the wall plates and the bottom plate. The light high-strength anti-seepage anti-seismic pipe gallery has the advantages of a reasonable structure, a reasonable construction process, high strength, a short construction period, low construction cost and the like.
Description
Technical field：
The present invention relates to a kind of high-strength light antiseepage antidetonation piping lane and construction method.
Background technology：
Nowadays underground pipe gallery is adopted by increasing city as the measure that road is excavated repeatedly is thoroughly solved.It is special
It is not with regard to advancing the instruction (Office of the State Council sends out (2015) No. 61) that Urban Underground pipe gallery is built public in the General Office of the State Council
After cloth, its target is, to the year two thousand twenty, to build up a collection of underground pipe gallery with international most advanced level and put into effect.
Become focus between the underground pipe gallery construction in national each province and city for the moment.Traditional underground pipe gallery construction has two ways：First,
Field cast-in-place, two, prefabrication.
Field cast-in-place underground pipe gallery digging in-situ is wider, to ensure that enough construction operation spaces, therefore soil are left in both sides
Square excavated volume is big, and backfill amount is also larger；As all working is completed at the scene, so side wall and top board are intended to configuration template,
And roof plate template has to remove after concrete is fully achieved intensity, long construction period, artificial demand are big, Suo Youyuan
Material transports to scene with bulk form, pollutes environment, and concrete cast-in-site manually vibrates and has high demands, if it is unreal to vibrate,
Leakage hidden trouble can be left, and on-site concrete curing condition is poor, the possibility that micro-crack occurs in concrete is larger, the later stage can lead to
Cross micro-crack infiltration.
The prefabricated piping lane of tradition saves prefabricated piping lane by one and is spliced at the scene, and splicing seams are more, anti-at splicing seams
Water has high demands, and difficulty is big, and particularly transporting and hoisting is difficult, needs mass transit vehicle and Large-scale Hoisting equipment, and construction cost is high；
To save prefabricated piping lane be overall prefabrication due to one, and mould is complicated, it is impossible to which production line balance, make efficiency are low, and in advance
Tubulation corridor takes up room greatly, so bicycle time freight volume is little, affects construction speed.Although also occurring in that corrugated underground at this stage
Piping lane, but this piping lane is put in after needing to hold hole successfully with shield machine again, and time-consuming to take a lot of work arduously, long construction period is applied
Expenses of labour is very high, less economical.
The content of the invention：
The present invention is in order to make up the deficiencies in the prior art, there is provided a kind of high-strength light antiseepage antidetonation piping lane and construction party
Rationally, intensity is high for method, its structure and construction technology, and short construction period, operating expenses are low, solve
Topic.
The present invention for the solution technical scheme that adopts of above-mentioned technical problem is：
A kind of high-strength light antiseepage antidetonation piping lane, including arched door, are bolted respectively in the two ends bottom of arched door perpendicular
The straight wallboard for arranging, is provided with base plate between the bottom of two wallboards, and the both sides of base plate pass through bolt and corresponding wallboard respectively
Be connected, sealing joint strip is respectively equipped between the junction of the junction of wallboard and arched door, wallboard and base plate.
Preferably, reinforcement is provided with wallboard outer surface and/or inner surface, the reinforcement includes being installed in surfaces of wall
The some cross reinforcings being crisscross arranged and vertical strengthening ribs.
Preferably, spaced apart interior reinforcement is provided with inside wallboard and arched door, the interior reinforcement includes two reinforcements
Post and the arched door reinforcement being engaged with arched door shape, the reinforcing prop are connected by bolt with the inside of wallboard, and the arched door adds
Strong muscle is connected by bolt with the inside of arched door；The cross-sectional area of the reinforcing prop is sequentially reduced setting from top to bottom.
Preferably, the outside of the wallboard is connected by bolt with the side of external arched door, the opposite side bottom of external arched door
Portion is bolted an external wallboard, and external base plate, the both sides difference of external base plate are provided between external wallboard and wallboard
It is connected with external wallboard and wallboard by bolt.
Preferably, the outside of the wallboard is connected with the side of external arc, the opposite side and wallboard of external arc
Between be provided with external base plate, the both sides of external base plate are connected with external arc and wallboard by bolt respectively.
Preferably, some blind screwed holes are provided with the inside of wallboard；Passage is provided with the top of arched door, passage is connected with to be stretched
Fiberglass breather pipe to outside ground；Automatic lifting maintenance step ladder, fire resistant doorsets, fire alarm system, gas are provided with inside piping lane
Warning system, fire fighting device and loading detection warning system.
Preferably, the base plate is arc, and the surfaces externally and internally of base plate, wallboard and arched door is respectively equipped with zinc coat, zinc-plated
Thickness degree is 80-300 microns, and the outer wall of outer surface zinc coat is coated with antiseptic waterproof dope layer, the inwall of inner surface zinc coat
It is coated with flame-retardant coating layer.
A kind of construction method of high-strength light antiseepage antidetonation piping lane, it is characterised in that：Comprise the following steps：
S1, arched door, wallboard and base plate are assembled into into several piping lane monomers at the scene；
S2, excacation pitted surface；
S3, piping lane monomer is put in work pitted surface, piping lane monomer is headed into according to predetermined direction with dedicated hydraulic device
To in original soil；
When S4, the length headed in original soil in piping lane monomer account for the 70%-90% of total length, in the end sleeve of piping lane monomer
A bearing sleeve is filled, then the other end in bearing sleeve inserts another piping lane monomer, then proceeded to piping lane list with dedicated hydraulic device
Body is pushed in original soil according to predetermined direction, the above-mentioned action of repetition, until the piping lane length of several piping lane monomer compositions reaches
Require length；
S5, the original soil in piping lane is transported.
Preferably, also comprise the steps after S5：S6, install in the piping lane in reinforcement.
Preferably, the bearing sleeve includes the body closed with piping lane monomer matching form, clamp one and pipe in the middle part of body inwall
The spacing shock absorbing ring that corridor monomer is abutted, if being provided with arterial highway seal groove on the body inwall of spacing shock absorbing ring both sides, in sealing
Sealing ring is respectively equipped with ring recess.
Compared with prior art, it is an advantage of the invention that：Rationally, intensity is high for structure and construction technology, and anti seismic efficiency is fabulous,
Short construction period, operating expenses are low；The present invention adopts assembling-type structure, is readily transported；Assembled adopts assembled in situ, installs
When, directly high-strength light antiseepage antidetonation piping lane is directly pushed in original soil using dedicated hydraulic device, it is easy for installation, after installation
Structural stability is good, it is only necessary to arrange a relatively small work pitted surface, and little for the impact on ground, substantially not
Impact is produced on the activity on ground；Compared to corrugated underground pipe gallery, it is difficult to dig a hole in advance, construction period is shorter, operating cost
With lower.
Description of the drawings：
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the structural representation of wallboard outer surface.
Fig. 3 is the structural representation of wallboard inner surface.
Fig. 4 is the structural representation with external arched door.
Fig. 5 is the structural representation with external arc.
Fig. 6 is the structural representation of bearing sleeve.
In figure, 1, arched door, 2, wallboard, 3, base plate, 4, sealing joint strip, 5, cross reinforcing, 6, vertical strengthening ribs, 7, blind spiral shell
Pit, 8, reinforcing prop, 9, arched door reinforcement, 10, external arched door, 11, external wallboard, 12, external base plate, 13, external arc,
14th, passage, 15, breather pipe, 16, body, 17, spacing shock absorbing ring, 18, seal groove, 19, sealing ring.
Specific embodiment：
Clearly to illustrate the technical characterstic of this programme, below by specific embodiment, and its accompanying drawing is combined, to this
It is bright to be described in detail.
As shown in figures 1 to 6, a kind of high-strength light antiseepage antidetonation piping lane, including arched door 1, distinguishes in the two ends bottom of arched door 1
The wallboard 2 being vertically arranged is bolted, base plate 3 is provided between the bottom of two wallboards 2, the both sides of base plate 3 pass through respectively
Bolt is connected with corresponding wallboard 2, is set between the junction of the junction of wallboard 2 and arched door 1, wallboard 2 and base plate 3 respectively
There is sealing joint strip 4.
Reinforcement is provided with 2 outer surface of wallboard and/or inner surface, the reinforcement includes the friendship for being installed in 2 surface of wallboard
The wrong some cross reinforcings 5 for arranging and vertical strengthening ribs 6.Reinforcement is connected with wallboard 2, can strengthen wallboard to greatest extent
2 intensity, can make which have larger intensity in pushing course in original soil, be unlikely to deform.
Spaced apart interior reinforcement is provided with inside wallboard 2 and arched door 1, the interior reinforcement includes two reinforcing props, 8 He
The arched door reinforcement 9 closed with 1 matching form of arched door, the reinforcing prop 8 are connected by bolt with the inside of wallboard 2, and the arched door adds
Strong muscle 9 is connected by bolt with the inside of arched door 1；The cross-sectional area of the reinforcing prop 8 is sequentially reduced setting from top to bottom.It is interior to add
During strong part ensure that use, high-strength light antiseepage antidetonation piping lane keeps a very big rigidity, deformation of not collapsing
Etc. accident.The structure of reinforcing prop 8 ensure that and less with the state of material, reach a big intensity as far as possible.
The outside of the wallboard 2 is connected by bolt with the side of external arched door 10, another side bottom of external arched door 10
An external wallboard 11 is bolted, external base plate 12 is provided between external wallboard 11 and wallboard 2, the two of external base plate 12
Side is connected with external wallboard 11 and wallboard 2 by bolt respectively.Using this kind of mode, assembled even storehouse type piping lane is formed, is easy to not
The layout of same pipeline.Can be selected according to the difference of piping lane gut line layout.External base plate 12 can adopt the arc of base plate 3 convex
Face is arranged, and external arched door 10 and external wallboard 11 refer to arched door 1 and the structure design inside and outside wallboard 2, arranges interior reinforcement, with
Strengthen its anti-pressure ability.
The outside of the wallboard 2 is connected with the side of external arc 13, the opposite side of external arc 13 and wallboard 2 it
Between be provided with external base plate 12, the both sides of external base plate 12 are connected with external arc 13 and wallboard 2 by bolt respectively.Using this
The mode of kind, forms plum blossom and connects storehouse type piping lane, be easy to the layout of different pipelines.Can be selected according to the difference of piping lane gut line layout
Select.External base plate 12 can adopt the arc convex of base plate 3 to arrange, and reinforcement can be arranged inside external arc 13 strengthens its resistance to compression
Ability.
Some blind screwed holes 7 are provided with the inside of wallboard 2, can be used for the later stage installs cable bearer in piping lane；In arched door 1
Top is provided with passage 14, being effectively exhausted effect, passage 14 is connected with the fiberglass that extends outside ground and ventilates
Pipe, fiberglass breather pipe are corrosion-resistant, life-span length；Be provided with inside piping lane using made by fire-retardant high-strength composite or aluminium alloy from
Dynamic lift maintaining step ladder, fire resistant doorsets, fire alarm system, gas alarming system, fire fighting device and loading detection warning system, really
The safe handling of keeping corridor.
The base plate 3 is arc, can strengthen anti-pressure ability, and the surfaces externally and internally of base plate, wallboard and arched door is set respectively
There is a zinc coat, galvanized layer thickness is 80-300 microns, the outer wall of outer surface zinc coat is coated with antiseptic waterproof dope layer, inner surface
The inwall of zinc coat is coated with flame-retardant coating layer.
A kind of construction method of high-strength light antiseepage antidetonation piping lane, it is characterised in that：Comprise the following steps：
S1, arched door 1, wallboard 2 and base plate 3 are assembled into into several piping lane monomers at the scene；
S2, excacation pitted surface；
S3, piping lane monomer is put in work pitted surface, piping lane monomer is headed into according to predetermined direction with dedicated hydraulic device
To in original soil；
When S4, the length headed in original soil in piping lane monomer account for the 70%-90% of total length, in the end sleeve of piping lane monomer
A bearing sleeve is filled, then the other end in bearing sleeve inserts another piping lane monomer, then proceeded to piping lane list with dedicated hydraulic device
Body is pushed in original soil according to predetermined direction, the above-mentioned action of repetition, until the piping lane length of several piping lane monomer compositions reaches
Require length；
S5, the original soil in piping lane is transported.
Also comprise the steps after S5：S6, install in the piping lane in reinforcement, finally install in reinforcement.
The bearing sleeve includes the body 16 closed with piping lane monomer matching form, clamp one and piping lane list in the middle part of 16 inwall of body
The spacing shock absorbing ring 17 that body is abutted, spacing shock absorbing ring 17 can ensure that adjacent two piping lane monomer is continuously pushed into original soil
In, and bearing sleeve is motionless relative to piping lane monomer sites, if it is close on 16 inwall of body of 17 both sides of spacing shock absorbing ring to be provided with arterial highway
Seal groove 18, is respectively equipped with sealing ring 19 in seal groove 18.
The present invention adopts assembling-type structure, is readily transported；Assembled adopts assembled in situ, during installation, using dedicated hydraulic
Device directly directly pushes high-strength light antiseepage antidetonation piping lane in original soil, easy for installation, and the structural stability after installation is good, only
Need to arrange a relatively small work pitted surface, and substantially impact is not produced on the activity on ground；Compared to corrugation
Formula underground pipe gallery, is difficult to dig a hole in advance, and construction period is shorter, and operating cost is lower.
Above-mentioned specific embodiment cannot function as limiting the scope of the invention, for the technology people of the art
For member, any alternate modification or conversion made to embodiment of the present invention is all fallen within protection scope of the present invention.
The present invention does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (10)
1. a kind of high-strength light antiseepage antidetonation piping lane, it is characterised in that：Including arched door, pass through spiral shell respectively in the two ends bottom of arched door
Tether and connect the wallboard being vertically arranged, be provided with base plate between the bottom of two wallboards, the both sides of base plate respectively by bolt with it is relative
The wallboard answered is connected, and between the junction of the junction of wallboard and arched door, wallboard and base plate is respectively equipped with sealing joint strip.
2. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1, it is characterised in that：Wallboard outer surface and/
Or inner surface is provided with reinforcement, the reinforcement includes some cross reinforcings being crisscross arranged for being installed in surfaces of wall and erects
To reinforcement.
3. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1 and 2, it is characterised in that：In wallboard and arched door
Inside is provided with spaced apart interior reinforcement, and the interior reinforcement includes two reinforcing props and the arched door that is engaged with arched door shape is added
Strong muscle, the reinforcing prop are connected by bolt with the inside of wallboard, and the arched door reinforcement is connected by bolt with the inside of arched door；Institute
The cross-sectional area for stating reinforcing prop is sequentially reduced setting from top to bottom.
4. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1, it is characterised in that：The outside of the wallboard with
The side of external arched door is connected by bolt, and another side bottom of external arched door is bolted an external wallboard, external
External base plate is provided between wallboard and wallboard, the both sides of external base plate are connected with external wallboard and wallboard by bolt respectively.
5. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1, it is characterised in that：The outside of the wallboard with
The side of external arc is connected, and external base plate, the both sides of external base plate are provided between the opposite side and wallboard of external arc
It is connected with external arc and wallboard by bolt respectively.
6. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1, it is characterised in that：If being provided with the inside of wallboard
Do blind screwed hole；Passage is provided with the top of arched door, passage is connected with the fiberglass breather pipe extended outside ground；Inside piping lane
It is provided with automatic lifting maintenance step ladder, fire resistant doorsets, fire alarm system, gas alarming system, fire fighting device and loading detection to report to the police
System.
7. a kind of high-strength light antiseepage antidetonation piping lane according to claim 1, it is characterised in that：The base plate is arc
Plate, the surfaces externally and internally of base plate, wallboard and arched door are respectively equipped with zinc coat, and galvanized layer thickness is 80-300 microns, and outer surface is zinc-plated
The outer wall of layer is coated with antiseptic waterproof dope layer, and the inwall of inner surface zinc coat is coated with flame-retardant coating layer.
8. a kind of construction method of high-strength light antiseepage antidetonation piping lane as claimed in claim 3, it is characterised in that：Including following
Step：
S1, arched door, wallboard and base plate are assembled into into several piping lane monomers at the scene；
S2, excacation pitted surface；
S3, piping lane monomer is put in work pitted surface, piping lane monomer is pushed into into original according to predetermined direction with dedicated hydraulic device
In native；
When S4, the length headed in original soil in piping lane monomer account for the 70%-90% of total length, in the end suit one of piping lane monomer
Bearing sleeve, then the other end in bearing sleeve insert another piping lane monomer, then proceed to dedicated hydraulic device by piping lane monomer by
Push in original soil according to predetermined direction, the above-mentioned action of repetition, until the piping lane length of several piping lane monomer compositions reaches requirement
Length；
S5, the original soil in piping lane is transported.
9. the construction method of a kind of high-strength light antiseepage antidetonation piping lane according to claim 8, it is characterised in that：After S5
Also comprise the steps：S6, install in the piping lane in reinforcement.
10. the construction method of a kind of high-strength light antiseepage antidetonation piping lane according to claim 8, it is characterised in that：It is described
Bearing sleeve includes the body closed with piping lane monomer matching form, the spacing damping that clamp one is abutted with piping lane monomer in the middle part of body inwall
Circle, if being provided with arterial highway seal groove on the body inwall of spacing shock absorbing ring both sides, is respectively equipped with sealing ring in seal groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611042731.8A CN106522266A (en) | 2016-11-11 | 2016-11-11 | Light high-strength anti-seepage anti-seismic pipe gallery and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611042731.8A CN106522266A (en) | 2016-11-11 | 2016-11-11 | Light high-strength anti-seepage anti-seismic pipe gallery and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522266A true CN106522266A (en) | 2017-03-22 |
Family
ID=58356859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611042731.8A Pending CN106522266A (en) | 2016-11-11 | 2016-11-11 | Light high-strength anti-seepage anti-seismic pipe gallery and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522266A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107012887A (en) * | 2017-04-18 | 2017-08-04 | 中交武汉港湾工程设计研究院有限公司 | Arc top pipe gallery precast block pin-connected panel node |
| CN115478563A (en) * | 2022-09-13 | 2022-12-16 | 西安市轨道交通集团有限公司 | Underground anti-seismic structure of subway station |
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| CN204941563U (en) * | 2015-08-27 | 2016-01-06 | 山东万广建设工程有限公司 | A kind of shield machine Fang Han |
| CN105888677A (en) * | 2016-05-09 | 2016-08-24 | 江苏鸿基节能新技术股份有限公司 | Underground pipe gallery construction device, combination and construction method |
| CN206267173U (en) * | 2016-11-11 | 2017-06-20 | 山东省呈祥电工电气有限公司 | A kind of high-strength light antiseepage antidetonation piping lane |
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| JP2000212978A (en) * | 1999-01-26 | 2000-08-02 | Kajima Corp | Underground tank and construction method of underground tank |
| CN101761344A (en) * | 2010-01-14 | 2010-06-30 | 华南理工大学 | Prefabricated pipe section for shield tunnel and preparation method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107012887A (en) * | 2017-04-18 | 2017-08-04 | 中交武汉港湾工程设计研究院有限公司 | Arc top pipe gallery precast block pin-connected panel node |
| CN115478563A (en) * | 2022-09-13 | 2022-12-16 | 西安市轨道交通集团有限公司 | Underground anti-seismic structure of subway station |
| CN115478563B (en) * | 2022-09-13 | 2024-03-01 | 西安市轨道交通集团有限公司 | Underground anti-seismic structure of subway station |
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