CN104500842A - Pipe pillow and method of paving pipeline by utilizing pipe pillow - Google Patents
Pipe pillow and method of paving pipeline by utilizing pipe pillow Download PDFInfo
- Publication number
- CN104500842A CN104500842A CN201410743812.5A CN201410743812A CN104500842A CN 104500842 A CN104500842 A CN 104500842A CN 201410743812 A CN201410743812 A CN 201410743812A CN 104500842 A CN104500842 A CN 104500842A
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- China
- Prior art keywords
- pipe pillow
- pillow
- pipe
- pipeline
- groove
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
- Electric Cable Installation (AREA)
Abstract
The invention relates to the technical field of municipal engineering and in particular relates to a pipe pillow and a method of paving a pipeline by utilizing the pipe pillow. According to the pipe pillow disclosed by the invention, a groove used for placing the pipeline is formed in the upper surface of the pipe pillow and penetrates through the front and back surfaces of the pipe pillow. The method of paving the pipeline by utilizing the pipe pillow comprises the following steps: placing the pipe pillow on a foundation of the didged groove; placing the pipeline in the groove of the pipe pillow, and putting foamed light soil in the didged groove in a filling manner. The invention discloses the pipe pillow and the method of paving the pipeline by utilizing the pipe pillow. With the adoption of the pipe pillow and the method, the pipeline is convenient and rapid in mounting, and the basic structure of the pipeline is safe and stable.
Description
Technical field
The present invention relates to municipal engineering technical field, particularly relate to a kind of method that pipe is rested the head on and utilized its tubing.
Background technique
Current municipal various pipes basis generally adopts medium sand, need to reach more than 96%, but medium sand belongs to liquid from specification density requirements, is difficult to accomplish compacting, and the security and stability of its structure is also difficult to ensure; When pipe laying, the elevation of pipeline and straight cis degree are also difficult to control, and make construction complicated, waste of manpower and material resources.
Summary of the invention
For above-mentioned prior art Problems existing, the object of the present invention is to provide a kind of pipe to rest the head on and utilize the method for its tubing.
The invention discloses a kind of pipe pillow, the upper surface of described pipe pillow is provided with the groove for settling pipeline, and described groove runs through the rear surface that the front surface of described pipe pillow and described pipe are rested the head on.
Optionally, described pipe pillow is provided with through hole, and described through hole runs through the upper surface of described pipe pillow and the lower surface of described pipe pillow.
Optionally, the curved or V-arrangement of described groove.
Optionally, the fixed hole be provided with for threading fixing tube rested the head on by described pipe, and described fixed hole runs through the left surface of described pipe pillow and the right surface of described pipe pillow.
Optionally, described through hole is rectangular through-hole or manhole.
Optionally, the quantity of described through hole is at least one.
Optionally, described pipe pillow is made up of plain concrete, or is made up of reinforced concrete, or is made up of foamed light soil.
The invention also discloses a kind of method utilizing pipe to rest the head on tubing, the method comprises:
Described pipe pillow is placed on the ground of the groove dug;
Pipeline is placed in the groove of described pipe pillow, and fills with foamed light soil the groove dug.
Optionally, when described pipeline is made of plastics, described pipeline is placed in the groove of described pipe pillow, and fixes described pipeline with static line through the fixed hole of described pipe pillow.
Optionally, in groove pipeline being placed in described pipe pillow, and before filling with foamed light soil the groove dug, the method also comprises:
First fill the through hole of described pipe pillow with foamed light soil, then fill the groove that digs to certain height with foamed light soil, after the foamed light soil of filling certain altitude solidifies, formation pipeline foundation.
Compared with prior art, beneficial effect of the present invention is:
A kind of pipe pillow disclosed by the invention, groove is set by the upper surface rested the head at pipe and the through hole of lower surface of upper surface and the described pipe pillow running through described pipe pillow is set, save material, alleviate pipe pillow weight, and when pipe laying, convenient and swift, elevation and the straight cis degree of pipeline can well be controlled, and utilize pipe to rest the head on tubing, make Pipe installing more convenient, structural safety is more stable.
A kind of method utilizing pipe to rest the head on tubing disclosed by the invention, when pipe laying, the pipe supporting with pipeline is selected to rest the head on, utilize foamed light soil to form pipeline foundation, and firmly fixed by pipe pillow, pipe is rested the head on can not be offset, and elevation and the straight cis degree of pipeline can well be controlled, ensure that the safety and stability of piping infrastructure, avoid with the appearance of sand base basis as packing material subsidence problems situation in the future, to the narrow and small location of construction also convenient operation.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of pipe pillow in the embodiment of the present invention one;
Fig. 2 is the plan view of a kind of pipe pillow in the embodiment of the present invention one;
Fig. 3 is the rear view of a kind of pipe pillow in the embodiment of the present invention one;
Fig. 4 is the worm's eye view of a kind of pipe pillow in the embodiment of the present invention one;
Fig. 5 is the structural representation of a kind of pipe pillow in the embodiment of the present invention two;
Fig. 6 is the plan view of a kind of pipe pillow in the embodiment of the present invention two;
Fig. 7 is the rear view of a kind of pipe pillow in the embodiment of the present invention two;
Fig. 8 is that the embodiment of the present invention utilizes pipe to rest the head on the flow chart of the method for tubing;
Fig. 9 is that the embodiment of the present invention utilizes pipeline in the method for pipe pillow tubing to be placed in the schematic diagram in the groove of pipe pillow.
Embodiment
For making the object, technical solutions and advantages of the present invention clearly, below in conjunction with accompanying drawing, embodiment of the present invention is described further in detail.
Fig. 1 is the structural representation of a kind of pipe pillow in the embodiment of the present invention one, Fig. 2 is the plan view of the pipe pillow in the embodiment of the present invention one, Fig. 3 is the rear view of a kind of pipe pillow in the embodiment of the present invention one, and Fig. 4 is the worm's eye view of a kind of pipe pillow in the embodiment of the present invention one; As Figure 1-4, the present embodiment one discloses a kind of pipe pillow, and pipe pillow is overall in rectangular-shaped, and the upper surface 101 of pipe pillow is provided with the groove 107 for settling pipeline, groove 107 is curved, and the rear surface 104 that the front surface 103 that groove 107 runs through pipe pillow is rested the head on pipe.The curved radian of groove 107 can be arranged to identical with the radian of cylindrical pipe when installing, and after can ensureing to settle pipeline in groove 107 like this, pipeline can not offset, and ensure that elevation and the straight cis degree of pipeline.
Pipe pillow is provided with through hole 108, and through hole 108 runs through the upper surface 101 of pipe pillow and the lower surface 102 of pipe pillow.The through hole 108 arranged, has namely saved material, alleviates again the weight of pipe pillow, and when pipe laying, convenient and swift.
Through hole 108 in the present embodiment one is rectangular through-hole, and the quantity of through hole 108 is one, and the size of through hole 108 is arranged according to the material of pipeline, when pipeline is made up of concrete, the size of through hole 108 can be reduced, ensure in use, pipe pillow can not be crushed, makes pipe pillow have integrity.
The fixed hole 109 be provided with for threading fixing tube rested the head on by pipe, and fixed hole 109 runs through the left surface 105 of pipe pillow and right surperficial 106 of pipe pillow.Fixed hole ensure that, during pipe laying, pipeline can not offset.
When using pipe pillow tubing, when filling with foamed light soil, foamed light soil can infilter through hole 108 and fixed hole 109, when foamed light soil solidifies, can the stationarity of reinforcement tube pillow further, and pipe is rested the head on and is firmly embedding in pipeline foundation.
Fig. 5 is a kind of pipe pillow structural representation in the embodiment of the present invention two, and Fig. 6 is the plan view of a kind of pipe pillow in the embodiment of the present invention two, and Fig. 7 is the rear view of a kind of pipe pillow in the embodiment of the present invention two; As illustrated in figs. 5-7, the present embodiment two discloses a kind of pipe pillow, and the upper surface 201 of pipe pillow is provided with the groove 207 for settling pipeline, and the rear surface 204 that the front surface 203 that groove 207 runs through pipe pillow is rested the head on pipe.
Pipe pillow is provided with through hole 208, and through hole 208 runs through the upper surface 201 of pipe pillow and the lower surface 202 of pipe pillow, and the through hole 208 of setting, has saved material, alleviates pipe pillow weight.
Groove 207 is V-shaped, when arranging forming V-shape, namely can ensure that pipeline when installing can not offset, and controls the elevation of pipeline and straight cis degree well, can, when filling with foamed light soil, make foamed light soil flow into through hole 208 easily again.
In the present embodiment two, the quantity of through hole 208 is one; The fixed hole 209 be provided with for threading fixing tube rested the head on by pipe, and fixed hole 209 runs through the left surface 205 of pipe pillow and right surperficial 206 of pipe pillow.
The present embodiment two through hole and the technique effect of fixed hole and identical in embodiment one.
In the embodiment of the present invention one and embodiment two, the shape of fixed hole also can be arranged to circle or rectangle; The quantity of through hole is multiple for being also arranged to, and arranging multiple through hole after filling-foam light textured soil, can increase the stationarity of pipe pillow; Through hole can also be arranged to manhole; Pipe pillow is made up of plain concrete, or is made up of reinforced concrete, or is made up of foamed light soil, according to the pipe pillow that the Material selec-tion different materials of pipeline is made.
The pillow of pipe disclosed in the embodiment of the present invention one and embodiment two in sum, groove is set by the upper surface rested the head at pipe and the through hole of lower surface of upper surface and the described pipe pillow running through described pipe pillow is set, save material, alleviate pipe pillow weight, and when pipe laying, convenient and swift, elevation and the straight cis degree of pipeline can well be controlled.
Fig. 8 is that the embodiment of the present invention utilizes pipe to rest the head on the flow chart of the method for tubing; Fig. 9 is that the embodiment of the present invention utilizes pipeline in the method for pipe pillow tubing to be placed in the schematic diagram in the groove of pipe pillow; The pipe pillow wherein used in Fig. 9 is the pipe pillow in the embodiment of the present invention one.Comprise the steps: with reference to the method shown in figure 8 and Fig. 9
Step 301, pipe pillow 100 is placed on the ground of the groove dug; The pipe pillow can made according to the Material selec-tion different materials of pipeline.
Step 302, first with the through hole of foamed light soil filling tube pillow 100, then fill the groove that digs to certain height with foamed light soil, after the foamed light soil of filling certain altitude solidifies, formation pipeline foundation.During filling-foam light textured soil, notice that the height of foamed light soil will rest the head on the lower edge of the lower edge of the fixed hole of 100 and the groove of pipe pillow 100 lower than pipe.With foamed light soil filling tube pillow 100 through hole, can reinforcement tube pillow stationarity, make pipe rest the head on firmly embedding pipeline foundation in.When pipeline 300 for cement be plain concrete make or be made up of reinforced concrete time, this step 302 can be omitted.
Step 303, pipeline 300 to be placed in the groove of pipe pillow 100, and with the groove that the filling of foamed light soil digs; In this step 303 during filling-foam light textured soil, the lower limb that can will foamed light soil be made only to touch pipeline 300 as required, or make foamed light mount wrap up in the half of pipeline 300, or make foamed light soil all parcel pipelines 300.
The embodiment of the present invention utilizes pipe to rest the head in the method for tubing, further, in step 303, when pipeline 300 is made of plastics, pipeline is placed in the groove of pipe pillow 100, and with the fixed hole fixing tube 300 of static line through pipe pillow, pipeline and pipe pillow is fixed together, when preventing foamed light soil from filling, pipeline floats.
The embodiment of the present invention utilizes pipe to rest the head in the method for tubing, when pipe laying, the pipe supporting with pipeline is selected to rest the head on, utilize foamed light soil to form pipeline foundation, and firmly fixed by pipe pillow, pipe is rested the head on can not be offset, and elevation and the straight cis degree of pipeline can well be controlled, ensure that the safety and stability of piping infrastructure, avoid with the appearance of sand base basis as packing material subsidence problems situation in the future, to the narrow and small location of construction also convenient operation.Utilize pipe to rest the head on tubing, make Pipe installing more convenient, structural safety is more stable.
The foregoing is only preferred embodiment of the present invention, be not intended to limit protection scope of the present invention.All any amendments done within the spirit and principles in the present invention, equivalent replacement, improvement etc., be all included in protection scope of the present invention.
Claims (10)
1. pipe pillow, is characterized in that, the upper surface of described pipe pillow is provided with the groove for settling pipeline, and described groove runs through the rear surface that the front surface of described pipe pillow and described pipe are rested the head on.
2. pipe pillow according to claim 1, is characterized in that, described pipe pillow is provided with through hole, and described through hole runs through the upper surface of described pipe pillow and the lower surface of described pipe pillow.
3. pipe according to claim 2 pillow, is characterized in that, the curved or V-arrangement of described groove.
4. according to described pipe pillow arbitrary in claim 1-3, it is characterized in that, the fixed hole be provided with for threading fixing tube rested the head on by described pipe, and described fixed hole runs through the left surface of described pipe pillow and the right surface of described pipe pillow.
5. pipe pillow according to claim 4, it is characterized in that, described through hole is rectangular through-hole or manhole.
6. pipe pillow according to claim 5, it is characterized in that, the quantity of described through hole is at least one.
7. according to described pipe pillow arbitrary in claim 1-3, it is characterized in that, described pipe pillow is made up of plain concrete, or is made up of reinforced concrete, or is made up of foamed light soil.
8. utilize a method for the pipe pillow tubing described in claim 6, it is characterized in that, the method comprises:
Described pipe pillow is placed on the ground of the groove dug;
Pipeline is placed in the groove of described pipe pillow, and fills with foamed light soil the groove dug.
9. the method utilizing pipe to rest the head on tubing according to claim 8, is characterized in that, in groove pipeline being placed in described pipe pillow, and before filling with foamed light soil the groove dug, the method also comprises:
First fill the through hole of described pipe pillow with foamed light soil, then fill the groove that digs to certain height with foamed light soil, after the foamed light soil of filling certain altitude solidifies, formation pipeline foundation.
10. the method for tubing rested the head on by the pipe that utilizes described according to Claim 8 or 9, it is characterized in that, when described pipeline is made of plastics, described pipeline is placed in the groove of described pipe pillow, and fixes described pipeline with static line through the fixed hole of described pipe pillow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410743812.5A CN104500842A (en) | 2014-12-08 | 2014-12-08 | Pipe pillow and method of paving pipeline by utilizing pipe pillow |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410743812.5A CN104500842A (en) | 2014-12-08 | 2014-12-08 | Pipe pillow and method of paving pipeline by utilizing pipe pillow |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104500842A true CN104500842A (en) | 2015-04-08 |
Family
ID=52942274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410743812.5A Pending CN104500842A (en) | 2014-12-08 | 2014-12-08 | Pipe pillow and method of paving pipeline by utilizing pipe pillow |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104500842A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104896195A (en) * | 2015-05-11 | 2015-09-09 | 张雪燕 | Hot water pipe support mechanism |
| CN105020476A (en) * | 2015-07-29 | 2015-11-04 | 河南中托力合化学有限公司 | Support device of oil pipeline |
| CN105951872A (en) * | 2016-05-27 | 2016-09-21 | 无锡市政设计研究院有限公司 | Drainage pipeline foundation in soft soil foundation and construction method of drainage pipeline foundation |
| CN107061867A (en) * | 2017-04-14 | 2017-08-18 | 宣城市政建设集团有限公司 | A kind of reinforced concrete drainage pipe is rested the head on pipe |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50137104U (en) * | 1974-04-26 | 1975-11-12 | ||
| JPS5316613U (en) * | 1976-07-23 | 1978-02-13 | ||
| CN1712643A (en) * | 2004-06-14 | 2005-12-28 | 胡彦彬 | Foundation construction of precast concrete pipes |
| KR20090065858A (en) * | 2007-12-18 | 2009-06-23 | (주)밸류우드 | Housing for pipe protection |
| CN202176820U (en) * | 2011-06-30 | 2012-03-28 | 广东联塑科技实业有限公司 | Pipe clamp for fixing pipeline |
| CN103939688A (en) * | 2014-04-14 | 2014-07-23 | 中国十九冶集团有限公司 | Water delivery pipeline for connecting and replacing underground glass fiber reinforced plastic sand inclusion pipe and steel pipe |
-
2014
- 2014-12-08 CN CN201410743812.5A patent/CN104500842A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50137104U (en) * | 1974-04-26 | 1975-11-12 | ||
| JPS5316613U (en) * | 1976-07-23 | 1978-02-13 | ||
| CN1712643A (en) * | 2004-06-14 | 2005-12-28 | 胡彦彬 | Foundation construction of precast concrete pipes |
| KR20090065858A (en) * | 2007-12-18 | 2009-06-23 | (주)밸류우드 | Housing for pipe protection |
| CN202176820U (en) * | 2011-06-30 | 2012-03-28 | 广东联塑科技实业有限公司 | Pipe clamp for fixing pipeline |
| CN103939688A (en) * | 2014-04-14 | 2014-07-23 | 中国十九冶集团有限公司 | Water delivery pipeline for connecting and replacing underground glass fiber reinforced plastic sand inclusion pipe and steel pipe |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104896195A (en) * | 2015-05-11 | 2015-09-09 | 张雪燕 | Hot water pipe support mechanism |
| CN105020476A (en) * | 2015-07-29 | 2015-11-04 | 河南中托力合化学有限公司 | Support device of oil pipeline |
| CN105951872A (en) * | 2016-05-27 | 2016-09-21 | 无锡市政设计研究院有限公司 | Drainage pipeline foundation in soft soil foundation and construction method of drainage pipeline foundation |
| CN105951872B (en) * | 2016-05-27 | 2018-01-09 | 无锡市政设计研究院有限公司 | Drainage pipeline basis and its construction method in a kind of soft soil foundation |
| CN107061867A (en) * | 2017-04-14 | 2017-08-18 | 宣城市政建设集团有限公司 | A kind of reinforced concrete drainage pipe is rested the head on pipe |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150408 |