CN206625226U - A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom - Google Patents
A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom Download PDFInfo
- Publication number
- CN206625226U CN206625226U CN201621446848.8U CN201621446848U CN206625226U CN 206625226 U CN206625226 U CN 206625226U CN 201621446848 U CN201621446848 U CN 201621446848U CN 206625226 U CN206625226 U CN 206625226U
- Authority
- CN
- China
- Prior art keywords
- pipe
- corrugated steel
- slip casting
- corridor
- steel pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Sewage (AREA)
Abstract
A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, belongs to municipal engineering construction equipment technical field, for carrying out slip casting to culvert pipe or corrugated steel pipe corridor bottom backfill position.Its technical scheme is：Grouting Pipe is semicircular arc pipe, Grouting Pipe is looped around the bottom of culvert pipe or corrugated steel pipe corridor, length direction of multiple Grouting Pipes along culvert pipe or corrugated steel pipe corridor is arranged in parallel, and the bottom of each Grouting Pipe is evenly equipped with multiple slip casting apertures, and the upper end of multiple Grouting Pipes is connected with slip casting machine respectively.Fill in the gap that culvert pipe or corrugated steel pipe corridor bottom part down are not compacted position by slip casting by the utility model, the earthwork density below culvert pipe or corrugated steel pipe corridor is set to reach design requirement, prevent culvert pipe or corrugated steel pipe corridor to be pressurized and deform downwards, ensure the service life of culvert pipe or corrugated steel pipe corridor.The utility model is simple in construction, easy for construction, solves the problems, such as that underlying strength is inadequate below underground pipe gallery, has significant Social benefit and economic benefit.
Description
Technical field
A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom backfill position is the utility model is related to, belongs to city
Political and ideological work journey construction machines technical field.
Background technology
Start large-scale popularization with the quickening of urban construction and the progress of technology, in Municipal underground installation and use culvert pipe
With corrugated steel pipe corridor, using culvert pipe and corrugated steel pipe corridor have specification for structure, be hardly damaged, easy to maintenance, speed of application is fast etc.
Advantage, it is the direction of urban construction underground installation development.But found in the construction of culvert pipe and corrugated steel pipe corridor, bottom is in circle
Position of loosening the soil below the culvert pipe of arc and the bottom circular arc of corrugated steel pipe corridor is not easy to be compacted in backfilling process, is extremely difficult to
It is required that compactness, because the soil property at the position is soft, culvert pipe or steel corrugated plating piping lane will occur under upper portion pressurized state
Deformation, directly affects the structural strength of culvert pipe or corrugated steel pipe corridor, reduces the service life of culvert pipe or corrugated steel pipe corridor.Cause
This, the backfill quality how improved below culvert pipe or corrugated steel pipe corridor circular arc-shaped bottom portion is the urgent problem to be solved in construction.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of carries out slip casting to culvert pipe or corrugated steel pipe corridor bottom
Device, this device can carry out slip casting below culvert pipe or corrugated steel pipe corridor bottom circular arc, make the close of the backfill position
Degree reaches design requirement, avoids culvert pipe or corrugated steel pipe corridor from being pressurized and deforms downwards, and guarantee culvert pipe or corrugated steel pipe corridor make
Use the life-span.
Solve above-mentioned technical problem technical scheme be：
A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, it includes Grouting Pipe, adpting flange, slip casting machine
Hose connector, slip casting machine flexible pipe, slip casting machine, Grouting Pipe are semicircular arc pipe, the radian of the semicircular arc of Grouting Pipe with
The circumference arc of culvert pipe or corrugated steel pipe corridor matches, and Grouting Pipe is looped around the bottom of culvert pipe or corrugated steel pipe corridor, multiple slip castings
Length direction of the pipe along culvert pipe or corrugated steel pipe corridor is arranged in parallel, and the bottom of each Grouting Pipe is evenly equipped with multiple slip casting apertures,
The aperture of slip casting aperture is 15-20mm, and the upper end of multiple Grouting Pipes passes through adpting flange and slip casting machine hose connector respectively
It is connected, slip casting machine flexible pipe is connected with slip casting machine.
The above-mentioned device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, the phase of culvert pipe or corrugated steel pipe the corridor bottom
Spacing between adjacent Grouting Pipe is 1-1.5 rice.
The above-mentioned device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, the Grouting Pipe is independent Grouting Pipe, independent
The section of Grouting Pipe is looped around the surface of culvert pipe for circular, ellipse, rectangle or other geometries, the body of independent Grouting Pipe
Or it is embedded in the trough of bellows of corrugated steel pipe corridor.
The above-mentioned device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, the Grouting Pipe are combination Grouting Pipe, are combined
The body of Grouting Pipe is made up of the tube wall of corrugated steel pipe corridor with closed cover, ripple of the closed cover along composition corrugated steel pipe corridor
The trough of pipe is laid, and the trough both sides upper end of the both sides of closed cover respectively with bellows is welded to connect, closed cover and closing
The body of the trough composition combination Grouting Pipe of bellows below cover plate.
The beneficial effects of the utility model are：
The utility model is laid with multiple Grouting Pipes in the bottom of culvert pipe or corrugated steel pipe corridor, and slip casting machine passes through Grouting Pipe
Lower section slip casting of the slip casting aperture to culvert pipe or corrugated steel pipe corridor, grouting serous fluid flow to the circular arc of culvert pipe or corrugated steel pipe corridor bottom
Lower section, the gap for not being compacted position below circular arc is filled, reach the earthwork density below culvert pipe or corrugated steel pipe corridor and set
Meter requires, can support culvert pipe and corrugated steel pipe corridor, prevents culvert pipe or corrugated steel pipe corridor to be pressurized and deform downwards, ensures culvert pipe
Or the service life of corrugated steel pipe corridor.The utility model is simple in construction, it is easy for construction, work well, solve under underground pipe gallery
The problem of square underlying strength is inadequate, to promote culvert pipe in urban construction or corrugated steel pipe corridor provides technical support, have notable
Social benefit and economic benefit.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 side view；
Fig. 3 is the schematic diagram of independent Grouting Pipe；
Fig. 4 is the schematic diagram for combining Grouting Pipe；
Fig. 5 is the connection diagram of Grouting Pipe.
Marked in figure as follows：Corrugated steel pipe corridor 1, the crest 2 of bellows, the trough 3 of bellows, Grouting Pipe 4, slip casting aperture
5th, loosen the soil position 6, adpting flange 7, slip casting machine hose connector 8, independent Grouting Pipe 9, combination Grouting Pipe 10, closed cover
11。
Embodiment
The utility model is by Grouting Pipe 4, adpting flange 7, slip casting machine hose connector 8, slip casting machine flexible pipe, slip casting unit
Into.
Shown in figure, Grouting Pipe 4 is semicircular arc pipe, radian and culvert pipe or the steel ripple of the semicircular arc of Grouting Pipe 4
The circumference arc of piping lane 1 matches, and Grouting Pipe 4 is looped around the bottom of culvert pipe or corrugated steel pipe corridor 1, and multiple Grouting Pipes 4 are along culvert
The length direction of pipe or corrugated steel pipe corridor 1 is arranged in parallel, and the spacing between adjacent Grouting Pipe 4 is 1-1.5 rice, also can be according to design
It is required that the spacing of adjustment Grouting Pipe 4.
Shown in figure, the bottom of each Grouting Pipe 4 is evenly equipped with multiple slip casting apertures 5, and the aperture of slip casting aperture 5 is 15-
20mm.The upper end of multiple Grouting Pipes 4 is connected by adpting flange 7 with slip casting machine hose connector 8 respectively, slip casting machine flexible pipe
It is connected with slip casting machine.5 outside slip casting of slip casting aperture in Grouting Pipe 4, fill culvert pipe or the lower section backfilling material of corrugated steel pipe corridor 1
Uncompacted part.The pipe joint of slip casting machine slightly difference, the slip casting machine of Grouting Pipe 4 can be exchanged according to slip casting machine pipe joint
Hose connector 8.
Grouting Pipe 4 of the present utility model has two kinds of structures, and one kind is independent Grouting Pipe 9, and one kind is combination Grouting Pipe 10, is used
Family can select to use.
Shown in figure, the section of independent Grouting Pipe 9 is circular, ellipse, rectangle or other geometries, independent Grouting Pipe
9 body is looped around the surface of culvert pipe or is embedded in the trough 3 of the bellows of corrugated steel pipe corridor 1.Independent Grouting Pipe 9 and culvert pipe
Or corrugated steel pipe corridor 1 can use bolt or be weldingly connected and connect.
Shown in figure, the body of combination Grouting Pipe 10 is made up of the tube wall of corrugated steel pipe corridor 1 with closed cover 11, closing cap
Trough 3 of the plate 11 along the bellows for forming corrugated steel pipe corridor 1 is laid, the both sides of closed cover 11 trough with bellows respectively
3 both sides upper end are welded to connect, and closed cover 11 combines Grouting Pipe 10 with the trough 3 of the bellows of the lower section of closed cover 11
Body.
Grouting Pipe 4 of the present utility model treats that culvert pipe or corrugated steel pipe corridor 1 are backfilled to 2/3rds left sides of height in construction
When right can initiation pressure slip casting, slurries flow to below the circular arc of culvert pipe or the bottom of corrugated steel pipe corridor 1, will not pressed below circular arc
The gap filling of real part position, makes earthwork density below culvert pipe or corrugated steel pipe corridor reach design requirement, can support culvert pipe and
Corrugated steel pipe corridor, prevent culvert pipe or corrugated steel pipe corridor to be pressurized and deform downwards, ensure the use longevity of culvert pipe or corrugated steel pipe corridor
Life.
Claims (4)
- A kind of 1. device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, it is characterised in that：It includes Grouting Pipe（4）, even Acting flange（7）, slip casting machine hose connector（8）, slip casting machine flexible pipe, slip casting machine, Grouting Pipe（4）For semicircular arc pipe, note Slurry pipe（4）Semicircular arc radian and culvert pipe or corrugated steel pipe corridor（1）Circumference arc match, Grouting Pipe（4）It is looped around Culvert pipe or corrugated steel pipe corridor（1）Bottom, multiple Grouting Pipes（4）Along culvert pipe or corrugated steel pipe corridor（1）Length direction it is parallel Arrangement, each Grouting Pipe（4）Bottom be evenly equipped with multiple slip casting apertures（5）, slip casting aperture（5）Aperture be 15-20mm, it is multiple Grouting Pipe（4）Upper end pass through adpting flange respectively（7）With slip casting machine hose connector（8）Be connected, slip casting machine flexible pipe with Slip casting machine is connected.
- 2. the device according to claim 1 that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, it is characterised in that：It is described Culvert pipe or corrugated steel pipe corridor（1）The adjacent Grouting Pipe of bottom（4）Between spacing be 1-1.5 rice.
- 3. the device according to claim 2 that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, it is characterised in that：It is described Grouting Pipe（4）For independent Grouting Pipe（9）, independent Grouting Pipe（9）Section be circular, ellipse, rectangle, independent Grouting Pipe（9） Body be looped around the surface of culvert pipe or be embedded in corrugated steel pipe corridor（1）Bellows trough（3）In.
- 4. the device according to claim 2 that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom, it is characterised in that：It is described Grouting Pipe（4）To combine Grouting Pipe（10）, combine Grouting Pipe（10）Body by corrugated steel pipe corridor（1）Tube wall and closed cover （11）Composition, closed cover（11）Along composition corrugated steel pipe corridor（1）Bellows trough（3）Lay, closed cover（11） The both sides trough with bellows respectively（3）Both sides upper end is welded to connect, closed cover（11）With closed cover（11）Lower section The trough of bellows（3）Composition combination Grouting Pipe（10）Body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621446848.8U CN206625226U (en) | 2016-12-27 | 2016-12-27 | A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621446848.8U CN206625226U (en) | 2016-12-27 | 2016-12-27 | A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206625226U true CN206625226U (en) | 2017-11-10 |
Family
ID=60213039
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621446848.8U Active CN206625226U (en) | 2016-12-27 | 2016-12-27 | A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206625226U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853647A (en) * | 2019-03-19 | 2019-06-07 | 北京市市政二建设工程有限责任公司 | A kind of assembled ripple piping lane bottom stab ilization construction method |
-
2016
- 2016-12-27 CN CN201621446848.8U patent/CN206625226U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853647A (en) * | 2019-03-19 | 2019-06-07 | 北京市市政二建设工程有限责任公司 | A kind of assembled ripple piping lane bottom stab ilization construction method |
| CN109853647B (en) * | 2019-03-19 | 2020-11-10 | 北京市市政二建设工程有限责任公司 | Reinforcing construction method for assembled corrugated pipe gallery substrate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11566390B2 (en) | Construction method of reclaiming land from the sea based on basement utilization | |
| CN206625226U (en) | A kind of device that slip casting is carried out to culvert pipe or corrugated steel pipe corridor bottom | |
| CN105525631A (en) | Leaking stoppage method and structure for treating water bursting holes of bottom plate | |
| CN206299921U (en) | Pipeline | |
| CN103899840A (en) | Connecting and replacing construction method for underground water supply glass reinforced plastic sand pipes and steel pipes | |
| CN206337562U (en) | A kind of corrugated steel pipe is strengthened and grouting device | |
| CN207260228U (en) | A kind of excavator-type shovel clamshell excavator for channel cleanout | |
| CN106759249B (en) | A kind of corrugated steel pipe reinforces and grouting device | |
| CN208236419U (en) | A kind of push-bench is appeared sealing ring structure through walls | |
| CN202691311U (en) | Waterproof structure for wall group tubes | |
| CN204691255U (en) | Diaphragm wall | |
| CN204690730U (en) | Diaphragm wall skeleton | |
| CN104912057B (en) | Construction method of underground continuous wall | |
| CN104790430B (en) | Construction method of underground continuous wall | |
| CN205369322U (en) | A plugging device for handling bottom plate gushes water hole | |
| CN107100100A (en) | The corrugated steel pipe shaping culvert construction method of housing type joint connection | |
| CN204062150U (en) | Ductile iron pipe push pipe ruggedized construction | |
| CN110029689B (en) | Percolate collecting and guiding and draining structure and construction method thereof | |
| CN204690732U (en) | Novel underground diaphragm wall | |
| CN204611146U (en) | Pipeline section type steel pipe joint | |
| CN204690733U (en) | Novel underground diaphragm wall skeleton | |
| CN215948411U (en) | Outer interface shutoff forming device is contained to steel circular pipe | |
| CN204690729U (en) | For the skeleton of diaphragm wall | |
| CN205348234U (en) | A leaking stoppage structure for handling bottom plate gushes water hole | |
| CN205224047U (en) | Large diameter pile bottom ring shape slip casting ware |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180717 Address after: 733204 Kuangou Industrial Park, Tianzhu County, Wuwei City, Gansu Province Patentee after: Gansu Longteng Pipe Industry Co., Ltd. Address before: 053400 Hebei Hengshui Wuyi County Economic Circle Park (xiaoltai Village) River Steel Road Patentee before: HENGSHUI YITONG PIPE INDUSTRY CO., LTD. |
|
| TR01 | Transfer of patent right |