CN204960332U - Conveyer pipe is pour perpendicularly to concrete - Google Patents
Conveyer pipe is pour perpendicularly to concrete Download PDFInfo
- Publication number
- CN204960332U CN204960332U CN201520562108.XU CN201520562108U CN204960332U CN 204960332 U CN204960332 U CN 204960332U CN 201520562108 U CN201520562108 U CN 201520562108U CN 204960332 U CN204960332 U CN 204960332U
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- CN
- China
- Prior art keywords
- carrier pipe
- concrete
- buffer substrate
- substrate tablet
- conveyer 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a conveyer pipe is pour perpendicularly to concrete, include the conveyer pipe, crisscross and slope is provided with a plurality of buffer substrate tablets from top to bottom in the conveyer pipe, is provided with on the conveyer pipe and imports the pipe, is provided with the outlet pipe at the conveyer pipe lower extreme. The utility model discloses conveyer pipe is pour perpendicularly to concrete, simple structure, safe and reliable, low cost effectively solve the concrete and pour the concrete segregation phenomenon who produces perpendicularly among the transportation process. Make the concrete fall the in -process perpendicularly at the conveyer pipe to receive the resistance, form the buffer zone, effectively reduced the free drop height of concrete, falling speed, and then prevented concrete segregation phenomenon's production through setting up the buffer substrate tablet.
Description
Technical field
The utility model relates to a kind of carrier pipe, and especially concrete vertically builds carrier pipe.
Background technology
The concreting such as cylinder, shear wall, bridge crouching body, pile foundation is all that vertical transport is built, and when concrete vertical drop free fall is more than 2 meters, segregation phenomenon will occur concrete, has a strong impact on concrete quality.
Utility model content
A difficult problem to be solved in the utility model is, for above-mentioned the deficiencies in the prior art, there is provided a kind of concrete vertically to build carrier pipe, the concrete disintegration phenomenon produced in course of conveying vertically built by this pipe structure effective solution concrete simple, safe and reliable, with low cost.
It is as follows that the technical scheme that carrier pipe adopts vertically built by the utility model concrete:
The utility model concrete vertically builds carrier pipe, comprises carrier pipe, interlocks up and down and is tiltedly installed with multiple buffer substrate tablet, carrier pipe upper end is provided with inlet tube, carrier pipe lower end is provided with outlet in carrier pipe.Concrete slurry enters in carrier pipe from inlet tube, and undertaken cushioning by the buffer substrate tablet being positioned at carrier pipe, water conservancy diversion and mixing is final afterwards flows out from outlet.
As preferred version of the present utility model, the diameter of described inlet tube is identical with the radius of carrier pipe.By the diameter of inlet tube is arranged to the form of structure identical with the radius of carrier pipe, when concrete slurry is transported in carrier pipe from the extruding of slightly little inlet tube, form a large hybrid chamber, because buffer substrate tablet has pooling feature to concrete slurry, concrete slurry can be prevented at pipe internal congestion.
As preferred version of the present utility model, the diameter of described outlet is identical with the radius of carrier pipe.By the diameter of outlet is arranged to the form of structure identical with the radius of carrier pipe, when concrete slurry carries out cushioning, enters the little outlet of pin again after water conservancy diversion and mixing and carry out extruding mixing in carrier pipe, thus make mixing more abundant, prevent concrete slurry to emanate further.
As preferred version of the present utility model, described buffer substrate tablet is semicircle buffer substrate tablet, and the angle of semicircle buffer substrate tablet and carrier pipe inwall is 80 ° ~ 30 °.
As preferred version of the present utility model, the angle of described semicircle buffer substrate tablet and carrier pipe inwall is 45 °.
As preferred version of the present utility model, the horizontal projection length of described buffer substrate tablet is identical with carrier pipe radius length.
As preferred version of the present utility model, be alternately welded in carrier pipe inwall about described buffer substrate tablet, the distance between neighbouring two panels buffer substrate tablet is not more than 2m.
The advantage that carrier pipe vertically built by the utility model concrete is, structure is simple, safe and reliable, with low cost, effectively solves concrete and vertically builds the concrete disintegration phenomenon produced in course of conveying.Making concrete in carrier pipe vertical drop process, be subject to resistance, form buffer zone by arranging buffer substrate tablet, effectively reducing concrete free fall height, falling speed, and then preventing the generation of concrete disintegration phenomenon.
Accompanying drawing explanation
Fig. 1 is that carrier pipe front view vertically built by the utility model concrete.
Fig. 2 is that carrier pipe top view vertically built by the utility model concrete.
Fig. 3 is that carrier pipe A-A sectional view vertically built by the utility model concrete.
Fig. 4 is that carrier pipe B-B sectional view vertically built by the utility model concrete.
Detailed description of the invention
As Figure 1-4, the utility model concrete vertically builds carrier pipe, comprises carrier pipe 1, interlocks up and down and is tiltedly installed with multiple buffer substrate tablet 4, carrier pipe 1 upper end is provided with inlet tube 2, carrier pipe 1 lower end is provided with outlet 3 in carrier pipe 1.Concrete slurry enters in carrier pipe 1 from inlet tube 2, and undertaken cushioning by the buffer substrate tablet 4 being positioned at carrier pipe 1, water conservancy diversion and mixing is final afterwards flows out from outlet 3.
The diameter of inlet tube is identical with the radius of carrier pipe.By the diameter of inlet tube is arranged to the form of structure identical with the radius of carrier pipe, when concrete slurry is transported in carrier pipe 1 from the extruding of slightly little inlet tube 2, carrier pipe 1 forms a large hybrid chamber, because buffer substrate tablet 4 pairs of concrete slurries have pooling feature, the radius strengthening carrier pipe can prevent concrete slurry at carrier pipe 1 internal congestion.
The diameter of outlet 3 is identical with the radius of carrier pipe 1.By the diameter of outlet is arranged to the form of structure identical with the radius of carrier pipe, when concrete slurry carries out cushioning, enters the little outlet of pin 3 again after water conservancy diversion and mixing and carry out extruding mixing in carrier pipe 1, thus make mixing more abundant, prevent concrete slurry to emanate further.
Described buffer substrate tablet about 4 is alternately welded in carrier pipe 1 inwall, and the distance between neighbouring two panels buffer substrate tablet 4 is not more than 2m.Buffer substrate tablet 4 is preferably semicircle buffer substrate tablet, and the angle of semicircle buffer substrate tablet and carrier pipe 1 inwall is 80 ° ~ 30 °, be preferably 45 °, and the horizontal projection length of buffer substrate tablet 4 is identical with carrier pipe 1 radius length.
The operating principle that carrier pipe vertically built by the utility model concrete is:
Concrete slurry enters carrier pipe 1 by storage tank or material distributing machine discharge port end by inlet tube 2, and vertical drop is on buffer substrate tablet 4, then landing is on next stage buffer substrate tablet 4, until outlet 3.Buffer substrate tablet 4 be arranged so that concrete be subject in carrier pipe vertical drop process resistance, formed buffer zone, effectively reduce concrete free fall height, falling speed, and then prevent the generation of concrete disintegration phenomenon.
Claims (7)
1. a concrete vertically builds carrier pipe, comprise carrier pipe (1), it is characterized in that: interlock up and down in carrier pipe (1) and be tiltedly installed with multiple buffer substrate tablet (4), carrier pipe (1) upper end being provided with inlet tube (2), carrier pipe (1) lower end is provided with outlet (3).
2. concrete according to claim 1 vertically builds carrier pipe, it is characterized in that: described inlet tube (2) diameter is identical with the radius of carrier pipe (1).
3. concrete according to claim 1 vertically builds carrier pipe, it is characterized in that: the diameter of described outlet (3) is identical with the radius of carrier pipe (1).
4. concrete according to claim 1 vertically builds carrier pipe, it is characterized in that: described buffer substrate tablet (4) is semicircle buffer substrate tablet, and the angle of semicircle buffer substrate tablet and carrier pipe (1) inwall is 80 ° ~ 30 °.
5. concrete according to claim 4 vertically builds carrier pipe, it is characterized in that: the angle of described semicircle buffer substrate tablet and carrier pipe (1) inwall is 45 °.
6. concrete according to claim 1 vertically builds carrier pipe, it is characterized in that: the horizontal projection length of described buffer substrate tablet (4) is identical with carrier pipe (1) radius length.
7. concrete according to claim 1 vertically builds carrier pipe, it is characterized in that: described buffer substrate tablet (4) left and right is alternately welded in carrier pipe (1) inwall, and the distance between neighbouring two panels buffer substrate tablet (4) is not more than 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520562108.XU CN204960332U (en) | 2015-07-30 | 2015-07-30 | Conveyer pipe is pour perpendicularly to concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520562108.XU CN204960332U (en) | 2015-07-30 | 2015-07-30 | Conveyer pipe is pour perpendicularly to concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960332U true CN204960332U (en) | 2016-01-13 |
Family
ID=55055406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520562108.XU Expired - Fee Related CN204960332U (en) | 2015-07-30 | 2015-07-30 | Conveyer pipe is pour perpendicularly to concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960332U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107883059A (en) * | 2017-11-27 | 2018-04-06 | 贵州大学 | A kind of Household water tap antispray and sputtering guiding device |
| CN107905308A (en) * | 2017-11-27 | 2018-04-13 | 贵州大学 | A kind of Household water tap Anti-splash guiding device |
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN108301416A (en) * | 2018-04-20 | 2018-07-20 | 北京城建集团有限责任公司 | Large volume, deep basal pit bottom rotary type appts. for transferring ready-mixed concrete and its application process |
| CN108867650A (en) * | 2018-07-09 | 2018-11-23 | 贵州新联爆破工程集团有限公司 | A kind of underwater casting conduit reducing concrete disintegration |
| CN110761288A (en) * | 2019-10-30 | 2020-02-07 | 中国铁建重工集团股份有限公司 | Concrete pouring method for deep foundation pit |
| CN117684753A (en) * | 2024-02-01 | 2024-03-12 | 邢台炬能铁路电气器材有限公司 | Splash-proof vertical concrete conveying device |
-
2015
- 2015-07-30 CN CN201520562108.XU patent/CN204960332U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107883059A (en) * | 2017-11-27 | 2018-04-06 | 贵州大学 | A kind of Household water tap antispray and sputtering guiding device |
| CN107905308A (en) * | 2017-11-27 | 2018-04-13 | 贵州大学 | A kind of Household water tap Anti-splash guiding device |
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN108203921B (en) * | 2018-01-26 | 2023-10-13 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Steel-concrete mixed beam structure suitable for self-compaction concrete pouring |
| CN108301416A (en) * | 2018-04-20 | 2018-07-20 | 北京城建集团有限责任公司 | Large volume, deep basal pit bottom rotary type appts. for transferring ready-mixed concrete and its application process |
| CN108867650A (en) * | 2018-07-09 | 2018-11-23 | 贵州新联爆破工程集团有限公司 | A kind of underwater casting conduit reducing concrete disintegration |
| CN110761288A (en) * | 2019-10-30 | 2020-02-07 | 中国铁建重工集团股份有限公司 | Concrete pouring method for deep foundation pit |
| CN110761288B (en) * | 2019-10-30 | 2021-09-10 | 中国铁建重工集团股份有限公司 | Concrete pouring method for deep foundation pit |
| CN117684753A (en) * | 2024-02-01 | 2024-03-12 | 邢台炬能铁路电气器材有限公司 | Splash-proof vertical concrete conveying device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20180730 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |