CN206205008U - A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion - Google Patents
A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion Download PDFInfo
- Publication number
- CN206205008U CN206205008U CN201621268366.8U CN201621268366U CN206205008U CN 206205008 U CN206205008 U CN 206205008U CN 201621268366 U CN201621268366 U CN 201621268366U CN 206205008 U CN206205008 U CN 206205008U
- Authority
- CN
- China
- Prior art keywords
- antirust
- iron pipe
- imbeds
- ground portion
- under ground
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses the Rustproofing apparatus that a kind of iron pipe column imbeds under ground portion, including the iron pipe in insertion foundation ditch, antirust base is fixed in the bottom of the iron pipe, the side wall of the iron pipe, positioned at antirust base top be equipped with antirust sleeve pipe, the top of the antirust sleeve pipe is near coal-mine greater than or equal to foundation ditch, the bottom of antirust sleeve pipe is fitted with antirust base, and filler is filled in the foundation ditch, around iron pipe, antirust base and antirust sleeve pipe.Understand from the above, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, moisture isolation when effectively by the moisture or concrete coagulation in iron pipe and soil, the moisture when moisture or concrete coagulation in soil is avoided to cause corrosion to iron pipe bottom, so as to effectively extend the service life of iron pipe.
Description
Technical field
The utility model is related to iron pipe column to imbed the antirust field of under ground portion, and in particular to a kind of iron pipe column embedment
The Rustproofing apparatus of under ground portion.
Background technology
, it is necessary to iron pipe insertion underground is fixed during the facilities such as fence are built, then in adjacent two iron
It is attached by facilities such as wire nettings between pipe.But due to there are water etc. in the soil layer of underground, some can occur with iron
The material of oxidation reaction, will occur corrosion after a while so as to cause the iron pipe for being embedded in underground, and this just has to
Iron pipe is processed, otherwise iron pipe will lose and be collapsed with the attachment force on ground.And normal measure at present is also only
Only it is in iron pipe external coating rust preventive coating.But because the material in sub-surface is complicated, even if there is rust preventive coating, also can only
Delay the corrosion of iron pipe.For the iron pipe of corrosion, sawing typically all is carried out to it, then weld and insert again after new iron pipe
Enter underground, but cannot at all solve the problem of rustiness that iron pipe imbeds under ground portion.
The content of the invention
The purpose of this utility model is:Overcome the deficiencies in the prior art, there is provided a kind of iron pipe column imbeds under ground portion
Rustproofing apparatus, moisture isolation when effectively by the moisture or concrete coagulation in iron pipe and soil, it is to avoid the moisture in soil
Or moisture when concrete coagulation causes corrosion to iron pipe bottom, so as to effectively extend the service life of iron pipe;Antirust
The top of sleeve pipe is near coal-mine greater than or equal to foundation ditch, it is to avoid moisture when moisture or concrete coagulation in soil is from antirust
Contacted and corrosion with iron pipe between cannula tip and iron pipe;Annular disk is fixed between antirust connecting plate and antirust base plate, so that
Improve the intensity that iron pipe is fixed in foundation ditch, it is to avoid iron pipe skews;The bottom surface of antirust connecting plate respectively with annular disk
The top surface laminating of top surface and antirust base plate, it is to avoid iron pipe will not be produced in antirust base and rocked, it is ensured that the matter that iron pipe is fixed
Amount;The hole bottom of foundation ditch is inserted in the lower end of antirust inserted link, can not only ensure the vertical degree of iron pipe, and also ensure that filler is complete
Full packing is around iron pipe, it is ensured that the quality that iron pipe is fixed;Bulge loop, the bulge loop and antirust are provided with the top of antirust connecting plate
The annular groove matching of casing shoe, so as to ensure that the connection effect of antirust sleeve pipe and antirust base and the closing effect of junction
Really;Ring-shaped step is provided between the lateral wall of bulge loop and the top of antirust connecting plate, so as to prevent the moisture in soil or coagulation
Moisture when concrete coagulation in soil enters between antirust connecting plate and antirust sleeve pipe and causes corrosion to iron pipe bottom;
Antirust bolt B is located on the outside of bulge loop the bonding strength that ensure that antirust connecting plate and antirust base;Antirust cannula tip and iron
Conic convex is provided with the link position of pipe, it is to avoid sleet product is produced in antirust cannula tip and iron pipe junction to iron pipe surface
Get rusty erosion;It is provided with the link position of conic convex top and iron pipe and glass cement is filled with coating groove, the coating groove, will
Iron pipe is isolated from the outside completely with the part of antirust sleeve pipe, antirust base contacts, it is to avoid sleet product is in antirust cannula tip and iron
Pipe junction and to iron pipe surface produce corrosion.
Technical solution adopted in the utility model is:
Iron pipe column imbeds the iron pipe in the Rustproofing apparatus of under ground portion, including insertion foundation ditch, and the bottom of the iron pipe is consolidated
Due to antirust base, the side wall of the iron pipe, antirust sleeve pipe, the top of the antirust sleeve pipe are equipped with positioned at antirust base top
Near coal-mine greater than or equal to foundation ditch, the bottom of antirust sleeve pipe is fitted with antirust base, in the foundation ditch, positioned at iron pipe, antirust bottom
Filler is filled around seat and antirust sleeve pipe.
The further improvement project of the utility model is that the antirust base includes being mutually matched fixed antirust base plate and prevents
Rust connecting plate, the bottom of iron pipe side wall is fixed with annular disk, annular disk is fixed on into antirust connecting plate by antirust bolt A
Between antirust base plate.
The utility model further improvement project is that the annular disk is located in the notch set by antirust plate top surface,
Fitted with the top surface of annular disk and the top surface of antirust base plate respectively the bottom surface of the antirust connecting plate.
The utility model further improvement project is that annular disk is the ring flange of welding and iron pipe bottom.
The utility model further improvement project is that the bottom of the antirust base plate is distributed with many antirust inserted links, institute
Insert the hole bottom of foundation ditch in the lower end for stating antirust inserted link.
The utility model further improvement project is that bulge loop is provided with the top of the antirust connecting plate, the bulge loop with
The annular groove matching of antirust casing shoe.
The utility model further improvement project is that the antirust bolt A is located in the groove that bulge loop is formed.
The utility model further improvement project is set between the lateral wall of the bulge loop and the top of antirust connecting plate
There is ring-shaped step.
The utility model further improvement project is that the antirust base plate and antirust connecting plate are solid by antirust bolt B
Fixed connection, the antirust bolt B is located at the outside of bulge loop.
The utility model further improvement project is provided with the link position of the antirust cannula tip and iron pipe
Conic convex.
The utility model further improvement project is provided with the link position of the conic convex top and iron pipe
Glass cement is filled with coating groove, the coating groove.
The utility model further improvement project is that the filler is soil or concrete.
The utility model further improvement project is that the surface of the iron pipe scribbles rust preventive coating.
The beneficial effects of the utility model are:
Firstth, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, effectively by iron pipe and soil
Moisture isolation when moisture or concrete coagulation, it is to avoid moisture when moisture or concrete coagulation in soil is to iron pipe bottom
Portion causes corrosion, so as to effectively extend the service life of iron pipe.
Secondth, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, the top of antirust sleeve pipe be higher than or
It is near coal-mine equal to foundation ditch, it is to avoid moisture when moisture or concrete coagulation in soil from antirust cannula tip and iron pipe it
Between contacted and corrosion with iron pipe.
3rd, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, and annular disk is fixed on antirust connection
Between plate and antirust base plate, so as to improve the intensity that iron pipe is fixed in foundation ditch, it is to avoid iron pipe skews.
4th, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, the bottom surface difference of antirust connecting plate
Fitted with the top surface of annular disk and the top surface of antirust base plate, it is to avoid iron pipe will not be produced in antirust base and rocked, it is ensured that iron
The quality that pipe is fixed.
5th, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, the lower end insertion base of antirust inserted link
The hole bottom in hole, can not only ensure the vertical degree of iron pipe, and also ensure that filler is completely filled in around iron pipe, it is ensured that
The quality that iron pipe is fixed.
6th, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, is provided with the top of antirust connecting plate
Bulge loop, the bulge loop is matched with the annular groove of antirust casing shoe, so as to the connection that ensure that antirust sleeve pipe and antirust base is imitated
Fruit and the sealing effect of junction.
7th, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, and lateral wall and the antirust of bulge loop connect
Ring-shaped step is provided between the top of fishplate bar, it is wet when so as to prevent the moisture in soil or the concrete coagulation in concrete
Gas enters between antirust connecting plate and antirust sleeve pipe and causes corrosion to iron pipe bottom.
8th, iron pipe column of the present utility model imbeds the Rustproofing apparatus of under ground portion, and antirust bolt B is located at the outer of bulge loop
Side ensure that the bonding strength of antirust connecting plate and antirust base.
9th, the Rustproofing apparatus of iron pipe column embedment under ground portion of the present utility model, antirust cannula tip and iron pipe
Conic convex is provided with link position, it is to avoid sleet product produces rust in antirust cannula tip and iron pipe junction to iron pipe surface
Erosion.
9th, the Rustproofing apparatus of iron pipe column embedment under ground portion of the present utility model, conic convex top and iron pipe
It is provided with coating groove at link position, glass cement is filled with the coating groove, by iron pipe and antirust sleeve pipe, antirust base contacts
Part is isolated from the outside completely, it is to avoid sleet product produces corrosion in antirust cannula tip and iron pipe junction to iron pipe surface.
Brief description of the drawings:
Fig. 1 is the main view schematic cross-sectional view of the utility model structure.
Specific embodiment:
As shown in figure 1, the utility model includes the iron pipe 2 in insertion foundation ditch 1, antirust is fixed in the bottom of the iron pipe 2
Base, the side wall of the iron pipe 2, positioned at antirust base top be equipped with antirust sleeve pipe 9, the top of the antirust sleeve pipe 9 is higher than
Or it is near coal-mine equal to foundation ditch 1(In the implementation case, the top of antirust sleeve pipe 9 flushes with the near coal-mine of foundation ditch 1), antirust sleeve pipe 9
Bottom is fitted with antirust base, and filler is filled in the foundation ditch 1, around iron pipe 2, antirust base and antirust sleeve pipe 9
10;The antirust base includes being mutually matched fixed antirust base plate 3 and antirust connecting plate 6, and the bottom of the side wall of the iron pipe 2 is consolidated
Surely there is annular disk 7, annular disk 7 is fixed between antirust connecting plate 6 and antirust base plate 3 by antirust bolt A8;The annular
Disk 7 is in the notch 5 set by the top surface of antirust base plate 3, the bottom surface of the antirust connecting plate 6 respectively with the top surface of annular disk 7 and
The top surface laminating of antirust base plate 3;The annular disk 7 is welding and the ring flange of the bottom of iron pipe 2;The bottom of the antirust base plate 3
Many antirust inserted links 4 are distributed with, the hole bottom of foundation ditch 1 is inserted in the lower end of the antirust inserted link 4;The top of the antirust connecting plate 6
Bulge loop 11 is provided with, the bulge loop 11 is matched with the annular groove 13 of the bottom of antirust sleeve pipe 9;The antirust bolt A8 is located at the shape of bulge loop 11
Into groove 12 in;Ring-shaped step 14 is provided between the lateral wall of the bulge loop 11 and the top of antirust connecting plate 6;The antirust
Base plate 3 is fixedly connected with antirust connecting plate 6 by antirust bolt B15, and the antirust bolt B15 is located at the outside of bulge loop 11;Institute
Conic convex 16 is provided with the link position for stating the top of antirust sleeve pipe 9 and iron pipe 2;The top of the conic convex 16 and iron pipe 2
Link position at be provided with coating groove 17, glass cement is filled with the coating groove 17;The filler 10 is soil or coagulation
Soil(In the implementation case, filler 10 is concrete);The surface of the iron pipe 2 scribbles rust preventive coating.
Antirust base, antirust sleeve pipe 9, antirust base plate 3, antirust connecting plate 6, antirust bolt A8 mentioned in the application,
The material of antirust inserted link 4 and antirust bolt B15 is engineering plastics.
When the utility model is used, foundation ditch 1 is first dug, the bottom of iron pipe 2 that bottom is fixed with annular disk 7 has been positioned over
In the notch 5 of antirust base plate 3, antirust connecting plate 6 is nested with iron pipe 2 from the top down of iron pipe 2, and by antirust bolt A8
The bottom of antirust connecting plate 6 and antirust base plate 3 is set to fix the annular disk 7 of iron pipe 2 with antirust bolt B15;Then by antirust sleeve
Pipe 9 is nested with iron pipe 2 from the top down of iron pipe 2, and makes the annular groove 13 of the bottom of antirust sleeve pipe 9 and antirust connecting plate 6
Bulge loop 11 matches grafting;Then the antirust base plate 3 that the bottom of iron pipe 2 will be fixed on is positioned in foundation ditch 1, the antirust of antirust base plate 3
In the insertion foundation ditch 1 of inserted link 4, it is ensured that also to ensure that the tip height of antirust sleeve pipe 9 is equal to or higher than while iron pipe 2 is vertical and be located at base
Cheat 1 near coal-mine;To inserting filler 10 in foundation ditch 1, and tamped;Filler 10 be cement if, it is necessary to wait until to the cement solidifies.
Claims (10)
1. iron pipe column imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:Including insertion foundation ditch(1)Interior iron pipe(2), institute
State iron pipe(2)Bottom be fixed on antirust base, the iron pipe(2)Side wall, positioned at antirust base top be equipped with antirust sleeve
Pipe(9), the antirust sleeve pipe(9)Top be greater than or equal to foundation ditch(1)Near coal-mine, antirust sleeve pipe(9)Bottom and antirust bottom
Seat laminating, the foundation ditch(1)It is interior, positioned at iron pipe(2), antirust base and antirust sleeve pipe(9)Around fill filler(10).
2. iron pipe column as claimed in claim 1 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The antirust base
Including being mutually matched fixed antirust base plate(3)With antirust connecting plate(6), the iron pipe(2)The bottom of side wall is fixed with annular
Disk(7), by antirust bolt A(8)By annular disk(7)It is fixed on antirust connecting plate(6)With antirust base plate(3)Between.
3. iron pipe column as claimed in claim 2 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The annular disk
(7)Located at antirust base plate(3)Notch set by top surface(5)It is interior, the antirust connecting plate(6)Bottom surface respectively with annular disk(7)
Top surface and antirust base plate(3)Top surface laminating.
4. iron pipe column as claimed in claim 2 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The antirust base plate
(3)Bottom many antirust inserted links are distributed with(4), the antirust inserted link(4)Lower end insertion foundation ditch(1)Hole bottom.
5. iron pipe column as claimed in claim 2 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The antirust connection
Plate(6)Top be provided with bulge loop(11), the bulge loop(11)With antirust sleeve pipe(9)The annular groove of bottom(13)Matching.
6. iron pipe column as claimed in claim 5 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The antirust bolt
A(8)Positioned at bulge loop(11)The groove of formation(12)It is interior.
7. iron pipe column as claimed in claim 5 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The bulge loop(11)
Lateral wall and antirust connecting plate(6)Top between be provided with ring-shaped step(14).
8. iron pipe column as claimed in claim 1 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The antirust sleeve pipe
(9)Top and iron pipe(2)Link position at be provided with conic convex(16).
9. iron pipe column as claimed in claim 8 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The conic convex
(16)Top and iron pipe(2)Link position at be provided with coating groove(17), the coating groove(17)It is interior filled with glass cement.
10. iron pipe column as claimed in claim 1 imbeds the Rustproofing apparatus of under ground portion, it is characterised in that:The filler
(10)It is soil or concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621268366.8U CN206205008U (en) | 2016-11-25 | 2016-11-25 | A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621268366.8U CN206205008U (en) | 2016-11-25 | 2016-11-25 | A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206205008U true CN206205008U (en) | 2017-05-31 |
Family
ID=58748305
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621268366.8U Expired - Fee Related CN206205008U (en) | 2016-11-25 | 2016-11-25 | A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206205008U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106400848A (en) * | 2016-11-25 | 2017-02-15 | 淮阴工学院 | Antirust device of underground part of iron pipe column |
CN109372326A (en) * | 2018-12-13 | 2019-02-22 | 国网黑龙江省电力有限公司检修公司 | Outdoor deep embeded type hydraulic lifting safe fence bar and method for arranging |
-
2016
- 2016-11-25 CN CN201621268366.8U patent/CN206205008U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106400848A (en) * | 2016-11-25 | 2017-02-15 | 淮阴工学院 | Antirust device of underground part of iron pipe column |
CN109372326A (en) * | 2018-12-13 | 2019-02-22 | 国网黑龙江省电力有限公司检修公司 | Outdoor deep embeded type hydraulic lifting safe fence bar and method for arranging |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206205008U (en) | A kind of iron pipe column imbeds the Rustproofing apparatus of under ground portion | |
CN207582459U (en) | A kind of prefabricated steel-pipe pile of variable cross-section | |
CN110241821A (en) | A kind of barb-type soil bolt and its construction method | |
CN205387716U (en) | Communication tower pipe pile foundation | |
CN204185856U (en) | Novel anti-floating anchor cable device | |
CN106400848B (en) | A kind of Rustproofing apparatus of iron pipe column embedment under ground portion | |
CN108487250A (en) | Uplift pile stake side post-grouting device and construction method | |
CN205777813U (en) | Be suitable to the electric power pylon of mountain terrain | |
CN208981890U (en) | A kind of electric pole with novel base | |
CN205475329U (en) | Stable form inspection shaft | |
CN104278690A (en) | Novel high-voltage power transmission line tower pile foundation | |
CN102518129A (en) | Post pressure-grouting pre-stressed hollow square pile and manufacturing method thereof | |
CN105041036B (en) | One kind prevents from pulling out structure and its construction method on transmission line cement pole | |
CN208982078U (en) | A kind of mining anchor dispensing device | |
CN206874989U (en) | A kind of fiber composite cement pipe joint | |
CN210201399U (en) | Pipeline connecting structure of assembled component | |
CN211037219U (en) | Drain pipe connecting device for municipal works | |
CN204112349U (en) | Dewatering well water-tight device | |
CN104018475B (en) | A kind of embedded penstock backfill grouting structure and grouting process thereof | |
KR100600516B1 (en) | Waterproof-sealed manhole | |
CN206396749U (en) | Vertical strengthening ribs enhanced bellows grouting pile pile splicing structure | |
CN207062943U (en) | For slip casting structure outside the stake of steel-pipe pile | |
CN106567397A (en) | Method and device for controlling underground water of deep foundation pit | |
CN207130727U (en) | A kind of spheroidal graphite cast-iron screw pile | |
CN205714074U (en) | Dual-purpose thermal extraction casing head |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170531 Termination date: 20181125 |