CN107012802A - A kind of construction method of RPM highway culvert - Google Patents
A kind of construction method of RPM highway culvert Download PDFInfo
- Publication number
- CN107012802A CN107012802A CN201710107986.6A CN201710107986A CN107012802A CN 107012802 A CN107012802 A CN 107012802A CN 201710107986 A CN201710107986 A CN 201710107986A CN 107012802 A CN107012802 A CN 107012802A
- Authority
- CN
- China
- Prior art keywords
- culvert
- steel ring
- construction method
- pipe
- laying
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention provides a kind of construction method of RPM highway culvert, including：(1) surveying and locating；(2) excavation pit；(3) based process；(4) laying of fiberglass barrel and assembling, the barrel is RPM；(5) fixed support；(6) culvert is backfilled；Wherein, before barrel laying, installed in the middle part of pipe shaft and the embedding crab-bolt for being connected with steel ring bottom in rubber blanket, basis is pasted in the middle of ring steel ring, steel ring and pipe shaft.Culvert laying and the combination of water inlet aliform are completed present invention employs flame-retardant glass fibre reinforced plastic materals.Installed simultaneously in the middle part of RPM pipe shaft and the embedding crab-bolt for being connected with steel ring bottom in rubber blanket, basis is pasted in the middle of ring steel ring, steel ring and pipe shaft；During laying, steel ring is connected with crab-bolt, can prevent pipeline from, by current scour, lifting the service life of culvert.
Description
Technical field
The invention belongs to RPM technical field, more particularly to a kind of construction of RPM highway culvert
Method.
Background technology
With the fast development of Chinese national economy, highway in China construction project is more and more, is used as its important composition portion
/ mono- culvert, either on engineering quantity or in construction costs, all occupies suitable proportion, typically mountain area road
Road culvert has reached that every kilometer there are about 5~7 roads, and small culvert construction costs accounts for more than the 50% of bridges and culverts total value, is also that influence is public
The principal element of road construction overall progress.
At present, highway culvert almost all is used cast-in-place concrete slab culvert or pressure on circular reinforced concrete culvert, are mixed
Solidifying soil pipe culvert technology comparative maturity at present, cost, with the high rigidity needed for underground pipe, is always to contain again than less expensive
The preferred material of hole structure.But it is due to more severe environmental conditions residing for the own characteristic and culvert of concrete material so that
Cement concrete pipe culverts are frequently present of some commonplace quality problems, and it is mainly manifested in the following aspects：
(1) service life is short.There are the different various diseases of degree after using 2~3 years in most concrete culverts.Contain
The breakage in hole, is much higher than bridge.
(2) corrosion resistance can not meet the requirement of complex environment.Due to being the underground pipe below highway, by both sides of highway
The influence of environment, the medium being passed to is also more complicated, this corrosion so that part of cement pipe of concrete matrix is in honeycomb fiber crops
Planar, causes the exposed corrosion of local reinforcing bar.
(3) easily produce mismatch at culvert pipe joint and cause leak.Due to transportation reasons, the length of pre-cast concrete pipe of concrete
Degree is limited, therefore for wider highway, a culvert is frequently necessary to multiple cement concrete pipe splicings.Due to connector portions
The lateral shearing resistance very little in position, easily produces mismatch between splicing tubes and causes leak.
(4) cement concrete pipe culvert construction complex process, higher to fundamental importance, causes integrated cost height.Cement
Pipe of concrete is caused to transport and is installed heaviness due to own wt, therefore needs higher cost, and its overall economic efficiency is relatively low.
RPM is as a kind of new flexible non-metallic composite light material, with light weight, high-strength, corrosion resistant
Erosion, service life length, easy-formation, length is unrestricted and causes joint few and good Water conductance, although in plumbing neck
It is widely used in domain, but in highway small culvert engineering, GRP pipe is at present also in conceptual phase.
For buried GRP pipe, due to the complexity of the soil body, people also lack to its stress and deformation performance
Enough understanding, design and construction are most based on experience, therefore buried GRP pipe is still suffered from design and construction at present
Many problems, such as unreasonable construction cause buried GRP pipe often to occur damaging leakage problem in use, with
Repaired as many manpower and materials are spent.
The content of the invention
In view of this, it is an object of the invention to provide a kind of construction method of RPM highway culvert, this hair
The construction method of bright offer is relatively reasonable, and the service life of RPM highway culvert can be substantially improved.
The invention provides a kind of construction method of RPM highway culvert, including：
(1) surveying and locating；
(2) excavation pit；
(3) based process；
(4) laying of culvert barrel and assembling, the barrel is RPM；
(5) fixed support；
(6) culvert is backfilled；
Wherein, before the laying of culvert barrel, installed in the middle part of pipe shaft and paste rubber blanket in the middle of ring steel ring, steel ring and pipe shaft,
The embedding crab-bolt for being connected with steel ring bottom in basis.
It is preferred that, before the laying of culvert barrel, a ring steel ring is respectively installed at 3m position in the middle part of pipe shaft.
It is preferred that, each culvert barrel is connected using O-ring seal socket joint and installed.
It is preferred that, the based process includes：Gravel basis is laid on soil matrix, fine sand is laid on the basis of gravel,
Roadbed filling is laid on fine sand.
It is preferred that, the roadbed filling is built up and culvert barrel external diameter identical deep-slotted chip breaker.
It is preferred that, in culvert backfilling process, the minimum-depth of initial back filled region is the 70% of outer diameter tube.
It is preferred that, the aliform used in work progress includes embedment assembled fiberglass culvert wing wall and lacing bar type glass
Glass steel culvert wing wall.
Wherein, embedment assembled fiberglass culvert wing wall is fixed on fiberglass culvert opening in splayed configuration, including mutual
Symmetrical fixed plate, each fixed plate includes the bottom plate 61 with plane-parallel, is connected with one end of bottom plate 61 and perpendicular to bottom plate
61 vertical panel 62, the reinforcing plate 63 being connected respectively with bottom plate 61 and vertical panel 63.
Lacing bar type fiberglass culvert wing wall includes symmetrical fixed structure, and each fixed structure includes containing with fiberglass
The first connected fixed plate of hole hole and the second fixed plate not being connected with fiberglass culvert opening.Wherein, the first fixed plate bag
Include first be connected with the first bottom plate 81 of plane-parallel and perpendicular to the first bottom plate 81 and with the center of the first bottom plate 81
Vertical panel 82；Second fixed plate includes the second bottom plate 83 and the second vertical panel 84 parallel to horizontal plane, and the second vertical panel 84 hangs down
Directly it is connected in the second bottom plate 83 and with second one end of bottom plate 83 away from the first fixed plate.First vertical panel 82 and second is vertical
Plate 84 is connected by connecting line 85.
The construction method for the RPM highway culvert that the present invention is provided, including：(1) surveying and locating；(2) base is excavated
Hole；(3) based process；(4) laying of culvert barrel and assembling, the culvert barrel is RPM；(5) fixed support；
(6) culvert is backfilled；Wherein, before culvert laying, installed in the middle part of pipe shaft and paste rubber blanket in the middle of ring steel ring, steel ring and pipe shaft,
The embedding crab-bolt for being connected with steel ring bottom in basis.The present invention lays money in culvert, in the middle part of RPM pipe shaft
Install and the embedding crab-bolt for being connected with steel ring bottom in rubber blanket, basis is pasted in the middle of ring steel ring, steel ring and pipe shaft；Laying
When, steel ring is connected with crab-bolt, and pipeline can be prevented by current scour, the service life of riser tubing.
Further, the present invention utilizes glass fiber reinforced plastic shapes, have developed to adapt to the construction environment under different operating modes and buries
Enter assembled fiberglass culvert wing wall and lacing wire assembled fiberglass culvert wing wall, pass through various forms of connections, combination
And fixed form, high with structural strength, stability is good, convenient construction, constructs simple and quick, stylized higher, economic and environment-friendly
The features such as, so as to add the service life of culvert.
Brief description of the drawings
Fig. 1 is diameter 1.5m foundation ditch sectional drawing；
Fig. 2 is diameter 1m foundation ditch sectional drawing；
Fig. 3 is steel ring skiagraph；
Fig. 4 is steel ring cross-sectional view；
Fig. 5 is embedment assembled fiberglass culvert perspective view；
Fig. 6 is embedment assembled fiberglass culvert wing wall perspective view；
' Fig. 7 is lacing wire assembled fiberglass culvert perspective view；
Fig. 8 is lacing wire assembled fiberglass culvert wing wall perspective view.
Embodiment
Embodiment
With the design of culvert in Chengde City, Hebei Province Weichang provincial highway plug long line (S214) capital repair project of highway project with applying
Exemplified by work, technological process is：Surveying and locating-excavation of foundation pit-based process-culvert barrel laying and assembling-interface are tight
Property experiment-fixation support-culvert backfill-system leak test-acceptance of work.
Wherein, during excavation pit, foundation ditch form of fracture is digged pit mode using slope, and foundation ditch both sides are high according to side slope：Width
=1：1.5 ratio slope, diameter 1.5m and diameter 1.0m foundation ditch form of fracture are distinguished as depicted in figs. 1 and 2, wherein Fig. 1
For diameter 1.5m foundation ditch sectional drawing, Fig. 2 is diameter 1m foundation ditch sectional drawing.
(1) foundation needs to meet claimed below：
1) pipeline foundation should reach design requirement.
2) when the bearing capacity of bottom land soil matrix is higher, can directly it use.But it is required that bottom land continuous formation, undisturbed soil can not be by
Disturbance, must not there is the roundstone more than 400mm or the angular stone more than 25mm.
3) when the bearing capacity of bottom land soil matrix is relatively low, original soil can carry out lower road after need to being consolidated through precipitation as pipeline soil matrix
Process is constructed.
4) when bottom land soil matrix bearing capacity is poor is unable to grooving, it can be handled using gravel sand.It is required that gravel layer of sand is thick
Degree cannot be less than 250mm, and should tamp and clap, and should prevent gravel sand from extruding to influence basement process to imitate in bottom of trench both sides in construction
Really.
5) to reduce sedimentation value, soil matrix can build up undisturbed soil and gravel layer of sand and outer diameter tube identical deep-slotted chip breaker.Arc
Shape fluted shaft line should meet laying deviation requirement, and the corresponding central angle of arc is no more than 90 °.
6) medium coarse sand basis of the laying depth for DN/4 and not less than 50mm but no more than 150mm is answered on soil matrix.Basis
It should tamp and surfacing, basic compactness must not be less than 90%.
(2) pipe trench is excavated, it is necessary to follow following principle：
1) when the bottom land absolute altitude excavated is below level of ground water, it should try to reduce water level.
2) no matter hand excavation or mechanical equivalent of light excavation, all should strictly by groove section dimension requirement carry out, groove should be smooth,
Forbid to backbreak.
3) bottom land absolute altitude is checked at any time when excavating to close to bottom land depth, and concludes bottom land stake, it is to avoid is backbreak, if finding
Backbreak, should be tamped with rubble or other aggregates.
4) when next step process can not be carried out immediately, the soil layer that bottom land should stay 15-30mm deep is not dug；Treat that next procedure is opened
Dug again when work is ready, to prevent artificial or natural cause destruction bottom land basis.
(3) pipe laying is followed the steps below：
1) inspection before down tube
I. check that furrow bank has the danger of flawless and landslide.
II. whether bottom of trench width meets down tube requirement, and bottom of trench soil has undisturbed, whether there is and cave in soil productive set in groove.
III. bottom of trench absolute altitude will be met the requirements, and the place of backbreaking should be backfilling and compacted, and owe then dig to absolute altitude at digging.
IV. put ttom of pipe center line well, dig good necessary working pit.
V. forbid personnel movable in the foundation ditch region of down tube during down tube.
2) before down tube, a ring steel ring, steel ring and fiberglass sand inclusion are respectively installed at 3m position in the middle part of pipe shaft
The viscous circle rubber blanket of tube outer surface, protective conduit outer layer, embedding two crab-bolts of pipeline foundation are easy to steel ring bottom to connect with crab-bolt
Connect, the effect of twice steel ring is to prevent culvert pipe by current scour, and structural facades figure is as shown in Figure 3 and Figure 4.
I. it should be noted that workmen, equipment safety during down tube.
II. during mechanical down tube, the walking trade of crane is unimpeded；The trade of crane must not be less than 1 away from groove back gauge
Rice.
III. check whether tube wall and port have damaged, lamination, if having to repair in time, the pipe fixed must
Must it is cured after can down tube use.
IV. pipe is generally laid in lower ditch with countercurrent direction.The direction that bellmouth should come towards medium flow field.
4) lay
I. after down tube, level, vertical adjustment to be carried out.If both adjust simultaneously, it will produce enough thrust and cause
Pipe is moved, therefore wants appropriate fixed support.
II. in area in advance in respect of differential settlement, the flexiblesystem of sedimentation can be adjusted by increasing.
III. pipeline is placed in pipe trench, its whole length is uniformly pressed on bed course or bottom of trench, be sure not to use permanent cushion block
For pipeline leveling.
W. the processing of Pipeline Crossing Program concrete structure and barrier：
Will be in perforating position to one layer of rubber strip of pipe looping during traversing pipe line concrete structure.Rubber strip is usually wide
100-300mm, thick 10-20mm, specific size is according to the size of caliber, through depending on works thickness.Rubber belt edge and coagulation
Soil structure outer is alignd, and rubber Shore hardness is 40-70, to the pipe trench and bed course of concrete structure object area, should also be carried out such as
Lower processing：Not less than 3 times diameters of pipe trench width, not less than 3 times diameters of length；Not less than 1 times diameter of bed course depth, length is not small
In 2 times of diameters.
(4) pipeline assembling is mainly installed using the connection of " O " type sealing ring socket joint, is comprised the following steps that：
1) pipeline is placed on pipe trench side, the sand and body refuse at bell and spigot position etc. is thoroughly removed, then with hand in bellmouth
Inside along the circumferential direction slide, check whether it is smooth, spigot seal groove depth it is whether consistent and carrying, lifting when whether damage
It is bad.
2) the socket joint connecting portion in pipe trench digs working pit, in case the thing such as sand enters in bell and spigot during connection, then
By under pipe in pipe trench.
3) when " O " type rubber seal is contacted with drinking aqueous medium, it is necessary to meet GB5749-85《Drinking Water is defended
Raw standard》With ZBQ4300I-87 standards.
4) gap at fiberglass socket joint position, because temperature etc. influences and changes, but should meet the requirement of following table.
5) backfill or fixed first segment pipe, and reserve in end backfill section, the segment length is grasped with meeting lower section pipe socket joint
Make and inspection is advisable.By, in pipe trench, minimum will stay 300mm spaces between 2-section pipe, in order to operate and examine under lower section pipe
Look into.
6) bellmouth and join domain, and the neutral lubricating oil of one layer of painting inside bellmouth are cleared up with cloth again.
7) spigot seal groove is cleared up again, takes a rubber seal to check its internal diameter and joint, and apply one layer of neutral profit
Lubricating oil.
8) bottom of snare primary seal groove will be sealed, and is firmly carried upwards, it is entirely fallen in seal groove, it is close in groove
Seal mustn't have sth. made by twisting.
9) the axis direction centering of 2-section pipe is looked for directly, and makes socket close to bellmouth, when sealing ring touches entrance of the city,
Check sealing ring and other positions, it is ensured that sealing ring position is not stained with sandy soil etc. correctly.Then pipe is slowly inserted, when slotting
It when entering half, need to stop, check the position of sealing ring, to ensure that its position is correct, then continue to insertion, until regulation insertion
Untill length, before upper one section pipe is not by backfill or fixation, next section pipe is forbidden to insert.
10) after each bell and spigot connection is finished, it is necessary to check the position of sealing ring at any time.Checking tool is a Steel Ruler
Or other bonding jumpers, size should be length and be more than, wide, thick, smoothly be inserted in gap that can be between bellmouth and socket.By bonding jumper
Or Steel Ruler insertion, circumferentially slide, check sealing ring whether have identical depth, with this judge sealing ring depth whether one
Cause, whether position is correct.
11) socket joint method
For diameter especially small pipe, it can be inserted directly into manual method, during for intermediate diameter and deeper pipe trench, with digging
Pick machine or jack insertion.Its method is that one block of solid wood more slightly bigger than caliber is put before bellmouth, uses excavator bucket top
Firmly plank, is slowly inserted it into.For the big pipe of diameter, it can be inserted using bottle gouard moved by hands or euphroe, with semi-circular structure
Snap ring blocks 2-section pipe respectively, and in pipeline both sides, symmetric position arranges two bottle gouards moved by hands or euphroe, and both sides are same during insertion
Step operation, it is inclined to prevent drawing.Rubber slab is padded between snap ring and pipe.
(5) pipeline refilling step is as follows：
1) backfilling material is successively laid in pipeline both sides, and tamped on request.It should be specifically noted that the material below pipe side
Compacting.The minimum-depth of initial back filled region is the 70% of outer diameter tube, and secondary backfill material in area under control can be compacted to pipe over top
150-300mm, the density of backfill is not less than 90%.
2) in caliber below 70%, every layer of backfill 200mm, during remaining is every layer of 500mm, backfilling process, both sides discrepancy in elevation limit
System produces lateral displacement within one layer to prevent pipeline.
3) diameter must not is more than 40mm roundstone or the pointed shape stone more than 25mm in the region from pipeline 150mm.
4) more than area under control top 400mm backfill soil compactness is not required or operated by the requirement of owner.
The problem of should be noted in backfilling process：
1) the minimum in situ density of compacting material cannot be less than the density of design specification requirement.
2) when using impregnating method in installation process, float tube should be avoided.Piping displacement should be prevented when being banketed to pipeline bottom.
If 3) remove pipe trench plate or other protection materials, it is careful not to destroy the bed course being ready for, bottom area and initial
Backfill layer.
4) during backfilling of pipe canal, answer protective conduit from the impact of whereabouts stone, the direct collision of compacting equipment and
Avoid other danger for having a Latent destruction., can be in conduit upper directly using rolling when conduit upper must have 750mm overburden layers
Pressure equipment rams compacting equipment again.
Wherein, fixed support placement and the process dismantled are as follows：
In backfilling process, the depth of fill reaches flushed with tube top before, it is desirable to installation personnel installs internal support, every
Two meter amperes dress is together：
1) after support is installed, upper end just can banket, and specification is 20cm loess, and other can be backfilled with raw material, reach and be not less than
After 50cm, upper end compacting can be carried out with road roller, it is desirable to which compactness is not less than 95%.
2) compacting is finished, and is met after compactness and depth of fill requirement, and just can let pass traffic.
3) it is more than 1m pipe for upper end height to earth up, after clearance traffic 5 days, just can all removes support.
4) diameter 1m pipe, clearance traffic can only retain the support of 3 roads, i.e. middle and both sides totally 3 road after 5 days, and remaining is complete
Portion is removed.
In order that material, which is reached in the compacted density of maximum, backfilling process, takes following debulking methods：
1) it is less than 5% coarse-grained soil with fine content, such as GW, GP, SW-GP, SW-SP can by impregnating method and the method for vibrating
Obtain larger compactness.
2) when using poker vibrator, every layer of backfilling material height limitation is vibrator insertion depth, if using table
Face vibrator, the height of backfilling material is within 150-300mm.
If 3) with impregnating method, should prevent float tube to avoid current scour lateral support.
4) it is compacted composite soil in the coarse-grained soil containing fine grained soil more than 12%, such as GW, GC, SM, SC and group with compacting method
(such as GM-SM), it is 100-150mm to lay backfill height.
5) coarse-grained soil of the compacting containing fine grained soil 5% one 12%, such as GW-GM, SW-SM, GW mono- GC, SW mono- SC, GP mono- GM, SP
One mono- mono- SC of HC, SP of SM, GP, can be with compacting method, impregnating method and method of vibrating, as long as compactness meets design requirement.
Be compacted fine grained soil, such as ML, CL, SC-CL, SM-ML and ML-SL, with larger compaction force, can be only achieved by
The Pu Shi density that ASTMD698 assay methods are determined, when making initial backfilling material with this kind of soil, pay special attention to defined close
Degree.
(6) aliform
For stone block building aliform construction time length, construction costs is high the features such as, traditional aliform is optimized and set
Upgrading is counted, production material selects resin sand inclusion die press technology for forming sheet material, and structural strength is high, and stability is good.Referring to Fig. 5,
Fig. 6, Fig. 7 and Fig. 8, Fig. 5 are embedment assembled fiberglass culvert perspective views, and Fig. 6 is embedment assembled fiberglass culvert wing wall
Perspective view, Fig. 7 is lacing wire assembled fiberglass culvert perspective view, and Fig. 8 is lacing wire assembled fiberglass culvert wing wall perspective view.
In Fig. 5 and Fig. 6, aliform is fixed on fiberglass culvert opening, including symmetrical fixed plate in splayed configuration, respectively
Fixed plate includes the bottom plate 61 with plane-parallel, is connected with one end of bottom plate 61 and perpendicular to the vertical panel 62 of bottom plate 61, point
The reinforcing plate 63 not being connected with bottom plate 61 and vertical panel 63.
In Fig. 7 and Fig. 8, aliform includes symmetrical fixed structure, and each fixed structure includes and fiberglass culvert hole
The first connected fixed plate of mouth and the second fixed plate not being connected with fiberglass culvert opening.Wherein, the first fixed plate include with
First bottom plate 81 of plane-parallel and be connected perpendicular to the first bottom plate 81 and with the center of the first bottom plate 81 it is first vertical
Plate 82；Second fixed plate include parallel to horizontal plane the second bottom plate 83 and the second vertical panel 84, the second vertical panel 84 perpendicular to
Second bottom plate 83 and it is connected with second one end of bottom plate 83 away from the first fixed plate.First vertical panel 82 and the second vertical panel 84
It is connected by connecting line 85.
50cm is embedded in soil below aliform bottom, and slope is equal with roadbed side slope, typically by 1:1.5, integral thickness is
6cm, hypotenuse upper cap is along thickness 5cm, and wide 15cm, length is isometric with hypotenuse.JTG/T D65-04-2007《Highway culvert is designed
Detailed rules and regulations》Code requirement, positive eight words formula hole is constituted by opening wide tilting aliform, and unlimited angle preferably uses 30 °, and left and right aileron pair
Claim, it is adaptable to which stream is flat straight, without obvious groove, and bottom of trench changes little situation with containing the bottom discrepancy in elevation.When landform and current
When condition requires culvert with route oblique, oblique eight words formula hole should be done, point oblique is tiltedly done or skew box girders.This fills in long line overhaul
Cab over type hole is used at engineering section port, i.e. mouth of pipe slope is consistent with roadbed side slope.
(7) turnover oral groove bed is reinforced and protected
In culvert upstream and downstream stream and roadbed side slope certain limit, preferably using scour protection measure.When ditch bed longitudinal slope is small
It when 15%, can pave to upstream and downstream aileron end, and end should be paved in upstream and downstream and water stop is set, its is embedding
Depth is not less than abutment body or aileron depth of foundation.
For stream is straight, soil property and during flow velocity license, import and export and reinforcings, the larger use of flow velocity paved using dry-laid rubble
Manually pave reinforcing.For the ease of inspection, maintenance, desilting, culvert can set maintenance ladder.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (8)
1. a kind of construction method of RPM highway culvert, it is characterised in that including：
(1) surveying and locating；
(2) excavation pit；
(3) based process；
(4) laying of culvert barrel and assembling, the barrel is RPM；
(5) fixed support；
(6) pipeline is backfilled；
Wherein, before culvert laying, install to paste in the middle of ring steel ring, steel ring and pipe shaft in the middle part of pipe shaft and buried in rubber blanket, basis
Put the crab-bolt for being connected with steel ring bottom.
2. construction method according to claim 1, it is characterised in that before pipe laying, at a distance of 3m position in the middle part of pipe shaft
Put one ring steel ring of each installation in place.
3. construction method according to claim 1, it is characterised in that each pipeline is connected using O-ring seal socket joint and installed.
4. construction method according to claim 1, it is characterised in that the based process includes：Sand is laid on soil matrix
Gravel basis, fine sand is laid on the basis of gravel, roadbed filling is laid on fine sand.
5. construction method according to claim 4, it is characterised in that the roadbed filling is built up and culvert external diameter identical
Deep-slotted chip breaker.
6. construction method according to claim 1, it is characterised in that in culvert backfilling process, the minimum of initial back filled region
Depth is the 70% of outer diameter tube.
7. construction method according to claim 1, it is characterised in that the aliform used in work progress is assembled glass
Glass steel culvert wing wall.
8. construction method according to claim 7, it is characterised in that the assembled fiberglass aliform assembles for embedment
Formula fiberglass culvert wing wall or lacing wire assembled fiberglass culvert wing wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710107986.6A CN107012802A (en) | 2017-02-27 | 2017-02-27 | A kind of construction method of RPM highway culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710107986.6A CN107012802A (en) | 2017-02-27 | 2017-02-27 | A kind of construction method of RPM highway culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107012802A true CN107012802A (en) | 2017-08-04 |
Family
ID=59440600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710107986.6A Pending CN107012802A (en) | 2017-02-27 | 2017-02-27 | A kind of construction method of RPM highway culvert |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107012802A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107869142A (en) * | 2017-11-27 | 2018-04-03 | 陕西建工机械施工集团有限公司 | A kind of combined type debulking methods in the backfilling of earthwork of double arch culvert holes |
| CN118171378A (en) * | 2024-05-14 | 2024-06-11 | 安徽省交通规划设计研究总院股份有限公司 | Design method of assembled culvert opening and culvert opening manufactured by method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2222109A1 (en) * | 2004-04-01 | 2005-01-16 | Valentin Rodriguez Camacho | Mechanism for saving iron gutter that is utilized in sides of bridge and curb of road, has iron pipe whose curved ends are coated with reflective paint, and ball provided on front part of concrete mouth part |
| CN202139545U (en) * | 2011-05-25 | 2012-02-08 | 衡水益通金属制品有限责任公司 | Steel-structure culvert opening |
| CN105113435A (en) * | 2015-09-01 | 2015-12-02 | 三峡大学 | Culvert mouth of corrugated steel pipe culvert |
| CN105805428A (en) * | 2014-12-31 | 2016-07-27 | 重庆大丰交通设施制造有限公司 | Socket and spigot joint corrugated steel pipe |
| CN106245544A (en) * | 2015-12-31 | 2016-12-21 | 安徽省交通控股集团有限公司 | A kind of L-type assembled steel reinforced concrete guard wall type general channels hole |
| CN106436596A (en) * | 2016-11-24 | 2017-02-22 | 河北工业大学 | Construction method for fiberglass reinforced plastic mortar pipe culvert of roads |
-
2017
- 2017-02-27 CN CN201710107986.6A patent/CN107012802A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2222109A1 (en) * | 2004-04-01 | 2005-01-16 | Valentin Rodriguez Camacho | Mechanism for saving iron gutter that is utilized in sides of bridge and curb of road, has iron pipe whose curved ends are coated with reflective paint, and ball provided on front part of concrete mouth part |
| CN202139545U (en) * | 2011-05-25 | 2012-02-08 | 衡水益通金属制品有限责任公司 | Steel-structure culvert opening |
| CN105805428A (en) * | 2014-12-31 | 2016-07-27 | 重庆大丰交通设施制造有限公司 | Socket and spigot joint corrugated steel pipe |
| CN105113435A (en) * | 2015-09-01 | 2015-12-02 | 三峡大学 | Culvert mouth of corrugated steel pipe culvert |
| CN106245544A (en) * | 2015-12-31 | 2016-12-21 | 安徽省交通控股集团有限公司 | A kind of L-type assembled steel reinforced concrete guard wall type general channels hole |
| CN106436596A (en) * | 2016-11-24 | 2017-02-22 | 河北工业大学 | Construction method for fiberglass reinforced plastic mortar pipe culvert of roads |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107869142A (en) * | 2017-11-27 | 2018-04-03 | 陕西建工机械施工集团有限公司 | A kind of combined type debulking methods in the backfilling of earthwork of double arch culvert holes |
| CN118171378A (en) * | 2024-05-14 | 2024-06-11 | 安徽省交通规划设计研究总院股份有限公司 | Design method of assembled culvert opening and culvert opening manufactured by method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110306616B (en) | Construction method of sewage pipeline | |
| CN100497841C (en) | Supporting leg type underground continuous wall construction method | |
| CN101684669B (en) | Submersed type inspection well construction method | |
| CN101775826A (en) | Construction method for laying water pipes | |
| CN107859145A (en) | A kind of drainpipe is plugged into construction method under water | |
| CN107938692A (en) | A kind of draining and recharge construction method and structure | |
| CN107795749A (en) | A kind of precast spliced pipe fitting jacking system and its construction method | |
| CN111677095A (en) | Construction method of drainage pipeline | |
| CN101597888B (en) | Construction method of municipal drainage culvert sinking trough | |
| CN106988334A (en) | A kind of open caisson supporting construction and open caisson construction method | |
| CN104153371A (en) | Grouting-to-stop-water construction method of underwater rubble bed | |
| CN107269288A (en) | The non-explosion water mill of hard stone section push pipe bores two-way drilling construction method | |
| CN104164881A (en) | Piling wall overlapping cantilever foundation pit support construction method and structure | |
| CN105953078A (en) | Protection device and protection method of high-pressure gas pipeline | |
| CN101424063A (en) | Interim and permanent roads single time construction method | |
| CN110438914A (en) | Water tank culvert and its construction method are crossed on soft soil foundation | |
| CN113202173A (en) | Construction method for temporarily replacing cross-foundation-pit concrete pipe with steel pipe in deep foundation pit construction | |
| CN105332382B (en) | Adjacent river foundation ditch builds island cofferdam clay water stop construction method | |
| CN109024324B (en) | Steep slope ladder culvert for dismantling-free and protection of pipeline and construction method | |
| CN107012802A (en) | A kind of construction method of RPM highway culvert | |
| CN110939150A (en) | Emergency rescue method for rapidly constructing large-hydraulic-slope-drop-ratio thin-wall structure in confined water inrush accident state | |
| CN117345944A (en) | Buried installation process of large-caliber PCCP pipeline on complex foundation | |
| CN207828994U (en) | It is a kind of draining and recharge constructing structure | |
| CN111022764B (en) | Dry construction method for water diversion pipe water-land adapter | |
| CN210315908U (en) | Immersed tube type inspection well |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170804 |
|
| RJ01 | Rejection of invention patent application after publication |