CN110468936A - A kind of combination pipe type drainpipe contains and pipe culvert construction method - Google Patents
A kind of combination pipe type drainpipe contains and pipe culvert construction method Download PDFInfo
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- CN110468936A CN110468936A CN201910759031.8A CN201910759031A CN110468936A CN 110468936 A CN110468936 A CN 110468936A CN 201910759031 A CN201910759031 A CN 201910759031A CN 110468936 A CN110468936 A CN 110468936A
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
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- Sewage (AREA)
Abstract
The application provides a kind of combination pipe type drainpipe and contains and pipe culvert construction method, belongs to building field.It includes multiple first standards section of jurisdiction；Toe joint is distinguished in multiple first standard pipe on pieces in multiple second standards section of jurisdiction, multiple second standards section of jurisdiction；Multiple connection components, the both ends of connection component are connected to the first adjacent standard section of jurisdiction, for two adjacent first standards section of jurisdiction to be fixedly connected.The device carries out the concatenation construction of pipe culvert using combination section of jurisdiction, effectively reduces the difficulty of pipe culvert lifting construction and the performance requirement to lifting machine, accelerates pipe culvert construction speed.
Description
Technical field
This application involves building field more particularly to a kind of combination pipe type drainpipe contains and pipe culvert construction method.
Background technique
According to the water resources of country requirement, in recent years to city rain sewage diversion, sewage regulation, the projects such as water drainage of drainning off floodwaters
Attention degree be it is unprecedented, also extremely urgent, the investment of fund is also increasing, it may be said that the application of drainpipe and hair
Exhibition has welcome spring.Traditional pipe culvert generallys use the finished product tube coupling of prefabrication pipe of concrete, tube coupling form of fracture be divided into it is round,
Oval, oval, rectangle etc..Due to drainning off floodwaters, dirty standard continuous improvement is cut, the range of drainpipe application constantly expands, to row
The requirement of water pipe is also continuously improved, in recent years drain pipe culvert large-diameter pipe, double-strength pipe, new process and new technology application,
The directions such as the research and development of new product have obtained innovation and development.
However, full section face section is also limited on draining pipe culvert section form, to hoisting construction process and hoisting machine tool
It is more demanding, at joints of segment position frequently with tongue and groove, socket joint type joint, hair is still being unable to get to the adaptability of foundation settlement
Exhibition.The processing such as band usually or using traditional pitch loose hemp fiber, rubber ring, cement is smeared in terms of waterproof, it is ineffective.
Summary of the invention
The first purpose of the application is to provide a kind of combination pipe type drainpipe and contains and pipe culvert construction method, it is intended to improve
The larger problem of draining pipe culvert lifting construction difficulty in the prior art.
The technical solution of the application is:
A kind of combination pipe type drainpipe culvert, comprising:
Multiple first standards section of jurisdiction；
Multiple second standards section of jurisdiction, multiple second standard section of jurisdiction difference toe joints are in multiple first standard sections of jurisdiction
On；
Multiple connection components, the both ends of the connection component are connected to adjacent first standard section of jurisdiction, are used for
Two adjacent first standard sections of jurisdiction are fixedly connected.
As a kind of technical solution of the application, the connection component includes support and bayonet lock, and the support includes coagulation
Native cushion block and upright bar, the concrete pad is connected to the bottom of two adjacent first standard sections of jurisdiction, described vertical
Bar is fixedly mounted in the concrete pad, and between two adjacent first standard sections of jurisdiction, the bayonet lock peace
It is clamped in the upright bar, and respectively with two adjacent first standard sections of jurisdiction.
As a kind of technical solution of the application, it includes upper left end section of jurisdiction and upper right that the combination pipe type drainpipe, which is contained,
End section of jurisdiction；Upper left end section of jurisdiction toe joint is in multiple second standard sections of jurisdiction in the first standard pipe on piece
Side；Upper right end section of jurisdiction toe joint is in multiple second standard sections of jurisdiction in the first standard pipe on piece
The other side.
As a kind of technical solution of the application, be coated with mortar on the tooth mouth of first standard section of jurisdiction, and with it is described
Second standard section of jurisdiction block of avoiding the peak hour connects.
As a kind of technical solution of the application, the bottom of first standard section of jurisdiction has poured concrete cushion.
As a kind of technical solution of the application, also poured between first standard section of jurisdiction and the concrete cushion
It is multiple interval and concrete bolster disposed in parallel, multiple concrete bolsters be used to support the bottom of first standard section of jurisdiction
Side.
As a kind of technical solution of the application, concrete is encapsulated on the side of first standard section of jurisdiction.
As a kind of technical solution of the application, freeze proof waterproof is perfused in the seam between multiple first standard sections of jurisdiction
Alloyed powder cement mortar.
As a kind of technical solution of the application, glue and sand are sealed in the seam between multiple second standard sections of jurisdiction
Waterproof membrane is split in the rolling type resistance that is sealed with of slurry, the seam.
A kind of pipe culvert construction method, including combination of the above pipe type drain pipe culvert, the pipe culvert construction method packet
Include following steps:
S1, excavation pit, casting concrete bed course；
S2 lays support and upright bar in the axial location of the concrete cushion, and hangs first standard section of jurisdiction, makes
Two adjacent first standard sections of jurisdiction are fixed with bayonet lock；
S3, the left and right lateral branch in first standard section of jurisdiction puts concrete bolster, to the tooth of first standard section of jurisdiction
Mouth junction applying mortar, and successively built in the first standard pipe on piece and connect upper left end section of jurisdiction, multiple second standard pipes
Piece and upper right end section of jurisdiction；
S4, the side casting concrete in first standard section of jurisdiction, removes the bayonet lock, and cut the convex of the upright bar
Part out；
S5 fills the seam of inside multiple first standard sections of jurisdiction using freeze proof waterproof alloyed powder cement mortar
Seam processing uses glue and the mortar cementation of fissures to the seam of inside multiple second standard sections of jurisdiction, and in multiple second marks
Waterproof membrane is split using rolling type resistance on the outside of the seam of quasi- section of jurisdiction and carries out sealing label.
The application's the utility model has the advantages that
In the combination pipe type drainpipe culvert of the application and pipe culvert construction method, pipe culvert is carried out by using combination section of jurisdiction
Concatenation construction effectively reduces the difficulty of pipe culvert lifting construction and the performance requirement to lifting machine, accelerate pipe culvert construct into
Degree；Meanwhile in the first standard section of jurisdiction gap setting customization bayonet lock, effectively enhance work progress in multiple first standards section of jurisdiction it
Between globality, cooperate concrete bolster use, ensure that lifting splicing top multiple second standard sections of jurisdiction when stabilization
Property, while being also equipped with the function of adjustment pipe culvert assembly line elevation.In addition, the upper left end section of jurisdiction of design, multiple second standards
Section of jurisdiction and upper right end section of jurisdiction so that after placing section of jurisdiction, the seam of the seam of the second standard section of jurisdiction and the first standard section of jurisdiction it
Between formed up and down the fissure of displacement, further improve combination pipe culvert globality and stability；Also, the first standard section of jurisdiction and the second mark
It selects tooth mouth snap-in form to be assembled between quasi- section of jurisdiction, be engaged splicing can closely, improve the first standard section of jurisdiction and the
Globality after the fastness and connection that connect between two standard sections of jurisdiction；120 degree of concrete of pipe culvert main part encapsulating
The tooth mouth junction certain altitude that line is higher than between the first standard section of jurisdiction and the second standard section of jurisdiction is encapsulated, had both played and has been consolidated in structure
The effect of pipe culvert, and reached between seam and the first standard section of jurisdiction and the second standard section of jurisdiction between the first standard section of jurisdiction of encapsulating
Construction Joint effect, to reduce the requirement of integrally-built water-proofing treatment；Seam second standard section of jurisdiction is made
The cementation of fissures is carried out with glue and mortar, and waterproof membrane is split using rolling type resistance on the outside of seam and carries out sealing label, further improves group
Close the waterproof performance of pipe culvert.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the application embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the application, therefore is not to be seen as
It is the restriction to range, it for those of ordinary skill in the art, without creative efforts, can be with root
Other relevant attached drawings are obtained according to these attached drawings.
Fig. 1 is the structural schematic diagram that combination pipe type drainpipe provided by the embodiments of the present application is contained；
Fig. 2 is that combination pipe type drainpipe provided by the embodiments of the present application contains first angle structural schematic diagram；
Fig. 3 is multiple first standards section of jurisdiction provided by the embodiments of the present application assembly structure diagram；
Fig. 4 is that multiple first standards section of jurisdiction provided by the embodiments of the present application assembles top view.
Icon: 1-, which combines pipe type drainpipe, to be contained；The first standard of 2- section of jurisdiction；The second standard of 3- section of jurisdiction；4- connection component；5-
Support；6- bayonet lock；7- concrete pad；8- upright bar；The upper left 9- end section of jurisdiction；10- upper right end section of jurisdiction；11- concrete cushion；
12- concrete bolster；13- concrete.
Specific embodiment
To keep the purposes, technical schemes and advantages of the embodiment of the present application clearer, below in conjunction with the embodiment of the present application
In attached drawing, the technical scheme in the embodiment of the application is clearly and completely described, it is clear that described embodiment is
Some embodiments of the present application, instead of all the embodiments.The application for usually describing and showing in attached drawing here is real
The component for applying example can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiments herein provided in the accompanying drawings is not intended to limit below claimed
Scope of the present application, but be merely representative of the selected embodiment of the application.Based on the embodiment in the application, this field is common
Technical staff's every other embodiment obtained without making creative work belongs to the model of the application protection
It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present application, it should be noted that the orientation or positional relationship of the instructions such as term " on ", "lower" is base
In orientation or positional relationship shown in the drawings or the invention product using when the orientation or positional relationship usually put, only
It is the application and simplified description for ease of description, rather than the device or element of indication or suggestion meaning must have specifically
Orientation is constructed and operated in a specific orientation, therefore should not be understood as the limitation to the application.
In addition, in this application unless specifically defined or limited otherwise, fisrt feature is on or below second feature
It may include that the first and second features directly contact, also may include that the first and second features are not direct contacts but pass through it
Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature the
Right above two features and oblique upper, or first feature horizontal height is merely representative of higher than second feature.Fisrt feature is in the second spy
Under sign, lower section and fisrt feature included below be directly below and diagonally below the second feature, or be merely representative of fisrt feature level
Height is less than second feature.
In addition, the terms such as term "horizontal", "vertical" are not offered as requiring component abswolute level or pendency, but can be slightly
Low dip.It is not to indicate that the structure has been had to if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical"
It is complete horizontal, but can be slightly tilted.
In the description of the present application, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ",
" connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also indirectly connected through an intermediary, it can
To be the connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood with concrete condition
Concrete meaning in this application.
Embodiment:
Fig. 1 is please referred to, referring to Figure 2 to Figure 4, the application provides a kind of combination pipe type drainpipe culvert 1, including upper left for cooperation
End section of jurisdiction 9, upper right end section of jurisdiction 10, multiple first standards section of jurisdiction 2, multiple second standards section of jurisdiction 3 and multiple connection components
4, connection component 4 includes support 5 and bayonet lock 6, and support 5 includes concrete pad 7 and upright bar 8；Wherein, it is poured in a foundation pit mixed
Then solidifying soil padding 11 pours the concrete pad 7 of multiple parallel interval settings in the axial location of concrete cushion 11,
Each concrete pad 7 is vertically fixedly installed with upright bar 8, and the width of the upright bar 8 is gradually increased from the bottom to top；Meanwhile each
Concrete bolster 12 is poured on the position that the two sides of concrete pad 7 are separated by a certain distance respectively, by multiple first standard pipes
Piece 2 is successively fixedly mounted on to parallel interval in concrete pad 7, two bottom side then just fixed placement at adjacent two
On concrete bolster 12, upright bar 8 is fixedly mounted in concrete pad 7, and in two adjacent first standards section of jurisdiction 2 it
Between, bayonet lock 6 is mounted in upright bar 8, and is clamped respectively with two adjacent first standards section of jurisdiction 2.In addition, successively by upper left end
Toe joint is distinguished on multiple first standards section of jurisdiction 2 in section of jurisdiction 9, multiple second standards section of jurisdiction 3 and upper right end section of jurisdiction 10.
It should be noted that in the present embodiment, 9 toe joint of upper left end section of jurisdiction is in more on the first standard section of jurisdiction 2
The side of a second standard section of jurisdiction 3；10 toe joint of upper right end section of jurisdiction is in multiple second standards on the first standard section of jurisdiction 2
The other side of section of jurisdiction 3.
It should be noted that in the present embodiment, it is coated with mortar on the tooth mouth of each first standard section of jurisdiction 2, and and its
On the block of avoiding the peak hour of multiple second standards section of jurisdiction 3 connect.
It should be noted that in the present embodiment, it is encapsulated with concrete 13 on the side of each first standard section of jurisdiction 2,
The concrete 13 is cast on concrete cushion 11 simultaneously.
It should be noted that in the present embodiment, being perfused with freeze proof methanol in the seam between multiple first standards section of jurisdiction 2
Bronze cement mortar.
It should be noted that in the present embodiment, it is sealed with glue and mortar in the seam between multiple second standards section of jurisdiction 3,
Waterproof membrane is split in the rolling type resistance that is sealed with of seam.
It should be noted that in the present embodiment, first according to design requirement determine pipe culvert the first standard section of jurisdiction 2,
The dimensional parameters of second standard section of jurisdiction 3, upper left end section of jurisdiction 9 and upper right end section of jurisdiction 10.Wherein, the first standard section of jurisdiction 2,
Two standard sections of jurisdiction 3 are all made of the occlusion of tooth mouth-shaped and connect, and the tooth mouth junction length of the two is determined according to chip length, generally
0.3-0.4m, each first standard section of jurisdiction 2, each second standard section of jurisdiction 3 tooth mouth junction number be the even numbers face numbers such as 6 or 8.First
The length of standard section of jurisdiction 2 is determined as 1.8m-2.5m according to pipe culvert overall length, and section of jurisdiction height is lower than 120 degree of encapsulating line 10- of pipe culvert
15cm；The length dimension of second standard section of jurisdiction 3 is marked compared with the big 1.5-2.5cm of length dimension of the first standard section of jurisdiction 2 with guarantee first
Quasi- section of jurisdiction 2 can also be closely engaged after bayonet lock 6 is arranged with the second standard section of jurisdiction 3.
After the completion of the concrete cushion 11 of pipe culvert is poured, conserved, the branch of customization is successively placed centrally according to chip length
Seat 5, support 5 is affixed by bottom rectangle concrete pad 7 and width gradually smaller upright bar 8 from top to bottom and forms, indsole
Portion's rectangular pad block size is determined according to pipe culvert diameter, to guarantee the stability behind placement section of jurisdiction；Upright bar 8 with a thickness of 1.5-
2.5cm, 8 width of upright bar close to 2 top of the first standard section of jurisdiction are consistent with the clip width on bayonet lock 6,8 length root of upright bar
It is determined according to section of jurisdiction thickness.Then after lifting the first standard section of jurisdiction 2 to predetermined position using chain block, using bayonet lock 6 to adjacent
Two the first standard sections of jurisdiction 2 be fixed, and 13 pieces of precast concrete are put in 2 or so lateral branch of the first standard section of jurisdiction, to protect
Demonstrate,prove the stability when lifting the second standard section of jurisdiction 3.Then, the applying mortar in the tooth mouth junction of the first standard section of jurisdiction 2, successively
Block connects upper left end section of jurisdiction 9, the second standard section of jurisdiction 3 and upper right end section of jurisdiction 10, so that the second standard section of jurisdiction 3 and the first mark
Quasi- 2 fissure of displacement of section of jurisdiction block connects, close to be engaged.After completing being engaged between the second standard section of jurisdiction 3 and the first standard section of jurisdiction 2 and splicing,
120 degree of pipe culvert pipe shaft two sides concrete 13 is combined to encapsulate；Wherein, it is desirable that the encapsulating height of concrete 13 did not had the second standard
The tooth mouth of section of jurisdiction 3 and the first standard section of jurisdiction 2 stitches 10-15cm.
After the maintenance of concrete 13 reaches requirement, the bayonet lock 6 between the first standard section of jurisdiction 2 is removed, and cut 8 protrusion of upright bar
Point, cementation of fissures processing then is carried out using freeze proof waterproof alloyed powder cement mortar between joined inside the first standard section of jurisdiction 2, to second
3 seam of standard section of jurisdiction uses glue and the mortar cementation of fissures, and splits waterproof membrane using rolling type resistance on the outside of seam and carry out sealing label, most
Subsequent aliform is carried out further according to design requirement afterwards and back filling behind abutment is constructed.
Further, in this embodiment additionally providing a kind of pipe culvert construction method, which includes following step
It is rapid:
S1, excavation pit, casting concrete bed course 11；
S2 lays support 5 and upright bar 8 in the axial location of concrete cushion 11, and hangs the first standard section of jurisdiction 2, uses
Fixed two adjacent the first standard sections of jurisdiction 2 of bayonet lock 6；
S3, the left and right lateral branch in the first standard section of jurisdiction 2 put concrete bolster 12, connect to the tooth mouth of the first standard section of jurisdiction 2
Face applying mortar, and successively built on the first standard section of jurisdiction 2 and connect upper left end section of jurisdiction 9, multiple second standards section of jurisdiction 3 and upper right
End section of jurisdiction 10；
S4, the side casting concrete 13 in the first standard section of jurisdiction 2 remove bayonet lock 6, and cut the protrusion part of upright bar 8；
S5 carries out the cementation of fissures using freeze proof waterproof alloyed powder cement mortar to the seam of inside multiple first standards section of jurisdiction 2
Processing uses glue and the mortar cementation of fissures to the seam of inside multiple second standards section of jurisdiction 3, and in multiple second standards section of jurisdiction 3
Waterproof membrane is split using rolling type resistance on the outside of seam and carries out sealing label.
The combination pipe type drainpipe of the application is contained in 1 and pipe culvert construction method, carries out pipe culvert by using combination section of jurisdiction
Concatenation construction, effectively reduce the difficulty of pipe culvert lifting construction and the performance requirement to lifting machine, accelerate pipe culvert construction
Progress；Meanwhile the setting customization bayonet lock 6 in 2 gap of the first standard section of jurisdiction, effectively enhance multiple first standard pipes in work progress
Globality between piece 2 cooperates the use of concrete bolster 12, ensure that multiple second standards section of jurisdiction 3 on lifting splicing top
When stability, while be also equipped with adjustment pipe culvert assembly line elevation function.In addition, the upper left end section of jurisdiction 9, multiple of design
Second standard section of jurisdiction 3 and upper right end section of jurisdiction 10, so that after placing section of jurisdiction, the seam and the first standard of the second standard section of jurisdiction 3
The fissure of displacement up and down is formed between the seam of section of jurisdiction 2, further improves the globality and stability of combination pipe culvert；Also, the first mark
It selects tooth mouth snap-in form to be assembled between quasi- section of jurisdiction 2 and the second standard section of jurisdiction 3, be engaged splicing can closely, improve
Globality after the fastness and connection that connect between first standard section of jurisdiction 2 and the second standard section of jurisdiction 3；Pipe culvert main part subpackage
The tooth mouth junction that the encapsulating line of 120 degree of concrete 13 of envelope is higher than between the first standard section of jurisdiction 2 and the second standard section of jurisdiction 3 is centainly high
Degree had not only played the role of consolidating pipe culvert in structure, but also had reached the seam and the first standard between the first standard section of jurisdiction 2 of encapsulating
The effect of Construction Joint between section of jurisdiction 2 and the second standard section of jurisdiction 3, to reduce the requirement of integrally-built water-proofing treatment；
The cementation of fissures is carried out using glue and mortar between the seam the second standard section of jurisdiction 3, and on the outside of seam using rolling type resistance split waterproof every
Film carries out sealing label, further improves the waterproof performance of combination pipe culvert.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., it should be comprising within the scope of protection of this application.
Claims (10)
1. a kind of combination pipe type drainpipe is contained characterized by comprising
Multiple first standards section of jurisdiction；
Multiple second standards section of jurisdiction, multiple second standard section of jurisdiction difference toe joints are in multiple first standard pipe on pieces；
Multiple connection components, the both ends of the connection component are connected to adjacent first standard section of jurisdiction, are used for two
A adjacent first standard section of jurisdiction is fixedly connected.
2. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that the connection component include support and
Bayonet lock, the support include concrete pad and upright bar, and the concrete pad is connected to two adjacent described first
The bottom of standard section of jurisdiction, the upright bar are fixedly mounted in the concrete pad, and in two adjacent first marks
Between quasi- section of jurisdiction, the bayonet lock is mounted in the upright bar, and is clamped respectively with two adjacent first standard sections of jurisdiction.
3. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that the combination pipe type drainpipe is contained
Including upper left end section of jurisdiction and upper right end section of jurisdiction；Upper left end section of jurisdiction toe joint is located in the first standard pipe on piece
In the side of multiple second standard sections of jurisdiction；Upper right end section of jurisdiction toe joint is in the first standard pipe on piece
The other side of multiple second standard sections of jurisdiction.
4. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that the tooth mouth of first standard section of jurisdiction
On be coated with mortar, and connect with second standard section of jurisdiction block of avoiding the peak hour.
5. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that the bottom of first standard section of jurisdiction
Concrete cushion is poured.
6. combination pipe type drainpipe according to claim 5 is contained, which is characterized in that first standard section of jurisdiction with it is described
Multiple intervals and concrete bolster disposed in parallel are also poured between concrete cushion, multiple concrete bolsters are for branch
Support the bottom side of first standard section of jurisdiction.
7. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that the side of first standard section of jurisdiction
On be encapsulated with concrete.
8. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that between multiple first standard sections of jurisdiction
Seam in be perfused with freeze proof waterproof alloyed powder cement mortar.
9. combination pipe type drainpipe according to claim 1 is contained, which is characterized in that between multiple second standard sections of jurisdiction
Seam in be sealed with glue and mortar, waterproof membrane is split in the rolling type resistance that is sealed with of the seam.
10. a kind of pipe culvert construction method, including the described in any item combination pipe type drainpipes of claim 1-9 are contained, feature
Be, the pipe culvert construction method the following steps are included:
S1, excavation pit, casting concrete bed course；
S2 lays support and upright bar in the axial location of the concrete cushion, and hangs first standard section of jurisdiction, uses card
Fixed two adjacent first standard sections of jurisdiction of pin；
S3, the left and right lateral branch in first standard section of jurisdiction put concrete bolster, connect to the tooth mouth of first standard section of jurisdiction
Face applying mortar, and the first standard pipe on piece successively build connect upper left end section of jurisdiction, multiple second standard sections of jurisdiction with
And upper right end section of jurisdiction；
S4, the side casting concrete in first standard section of jurisdiction, removes the bayonet lock, and cut the protrusion of the upright bar
Point；
S5 carries out at the cementation of fissures seam of inside multiple first standard sections of jurisdiction using freeze proof waterproof alloyed powder cement mortar
Reason uses glue and the mortar cementation of fissures to the seam of inside multiple second standard sections of jurisdiction, and in multiple second standard pipes
Waterproof membrane is split using rolling type resistance on the outside of the seam of piece and carries out sealing label.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910759031.8A CN110468936A (en) | 2019-08-16 | 2019-08-16 | A kind of combination pipe type drainpipe contains and pipe culvert construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910759031.8A CN110468936A (en) | 2019-08-16 | 2019-08-16 | A kind of combination pipe type drainpipe contains and pipe culvert construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110468936A true CN110468936A (en) | 2019-11-19 |
Family
ID=68510940
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910759031.8A Pending CN110468936A (en) | 2019-08-16 | 2019-08-16 | A kind of combination pipe type drainpipe contains and pipe culvert construction method |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201025316Y (en) * | 2007-01-06 | 2008-02-20 | 福建亚通新材料科技股份有限公司 | Plastic material for making pipe |
| JP2014034860A (en) * | 2012-08-10 | 2014-02-24 | Yoshika Engineering Kk | Repair structure of conduit line, and repair method |
| CN203977538U (en) * | 2014-08-13 | 2014-12-03 | *** | Assembling heavy caliber drain pipe road |
| CN108824240A (en) * | 2018-07-16 | 2018-11-16 | 中交路桥北方工程有限公司 | A kind of pipe culvert construction method and auxiliary device |
| CN208686399U (en) * | 2018-07-25 | 2019-04-02 | 广东欣龙隧道装备股份有限公司 | One kind is for quickly splicing shield steel pipe sheet devices |
-
2019
- 2019-08-16 CN CN201910759031.8A patent/CN110468936A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201025316Y (en) * | 2007-01-06 | 2008-02-20 | 福建亚通新材料科技股份有限公司 | Plastic material for making pipe |
| JP2014034860A (en) * | 2012-08-10 | 2014-02-24 | Yoshika Engineering Kk | Repair structure of conduit line, and repair method |
| CN203977538U (en) * | 2014-08-13 | 2014-12-03 | *** | Assembling heavy caliber drain pipe road |
| CN108824240A (en) * | 2018-07-16 | 2018-11-16 | 中交路桥北方工程有限公司 | A kind of pipe culvert construction method and auxiliary device |
| CN208686399U (en) * | 2018-07-25 | 2019-04-02 | 广东欣龙隧道装备股份有限公司 | One kind is for quickly splicing shield steel pipe sheet devices |
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Application publication date: 20191119 |