CN107061867A - A kind of reinforced concrete drainage pipe is rested the head on pipe - Google Patents
A kind of reinforced concrete drainage pipe is rested the head on pipe Download PDFInfo
- Publication number
- CN107061867A CN107061867A CN201710244954.0A CN201710244954A CN107061867A CN 107061867 A CN107061867 A CN 107061867A CN 201710244954 A CN201710244954 A CN 201710244954A CN 107061867 A CN107061867 A CN 107061867A
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- China
- Prior art keywords
- side plate
- groove
- pipe
- pillow
- head
- 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.)
- Pending
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Sink And Installation For Waste Water (AREA)
- Sewage (AREA)
Abstract
The present invention proposes a kind of reinforced concrete drainage pipe and rested the head on pipe, including the pillow in frame structure, pillow includes the first side plate, the second side plate, the 3rd side plate, the 4th side plate of head and the tail connection successively, first side plate and the 3rd side plate are positioned opposite, second side plate and the 4th side plate are positioned opposite, and the first side plate, the upper surface of the 3rd side plate are respectively provided with the first groove of pipe laying, the second groove.Pipe pillow is placed on the ground of the groove dug by the present invention, and then pipeline is placed in the bearing plate of pipe pillow, convenient and swift, ensure that the elevation and straight cis degree of pipeline, reduces labor intensity, reduces the construction period, improves construction quality and construction production safety;By setting the first bar-shaped trough, the second bar-shaped trough, pipeline is applied to pressure dissipation on bearing plate in the first side plate, the 3rd side plate both sides, pipe pillow weight capacity is improved, extends its service life;Pillow uses frame structure, saves material, saves labour cost, reduces pillow weight.
Description
Technical field
Rested the head on the present invention relates to municipal works technical field, more particularly to a kind of reinforced concrete drainage pipe with pipe.
Background technology
Buried at present in outdoor in the installation practice of municipal various pipes, in order to prevent pipeline operationally due to producing bending
Stress is excessive and occurs interface destruction, and because part makes sending out for the rough sledding such as tube wall rupture by big bear power
It is raw, so must have good foundation support below pipeline.General from concrete duct basis in current engineering, it is
The thick plain concrete or blotter of certain thickness is laid in the pipe trench bottom for meeting design bearing capacity requirement, bed course intensity reaches
After installation requirement, the assembling reinforcement on bed course, installation form, joints cement concrete makes flat base, and the flat base of precast concrete is needed
Conserved, then form removal, fixed a drainpipe.But above-mentioned Guan Ji is only applicable to the preferable region of foundation bearing capacity,
And in pipe laying, the elevation and straight cis degree of pipeline are also difficult to control to so that construction is complicated.
The content of the invention
Based on technical problem present in background technology, the present invention proposes a kind of reinforced concrete drainage pipe pipe
Pillow.
A kind of reinforced concrete drainage pipe proposed by the present invention is rested the head on pipe, including pillow in frame structure and is used for
The bearing plate of pipe laying, pillow includes the first side plate, the second side plate, the 3rd side plate, the 4th side plate of head and the tail connection successively, the
Side plate and the 3rd side plate are positioned opposite, and the second side plate and the 4th side plate are positioned opposite, the first side plate, the upper surface of the 3rd side plate
It is respectively equipped with the groove of shape identical first, the second groove;The shape of bearing plate is adapted with the first groove, the second groove, and
Bearing plate bottom two ends are separately fixed at the first groove, in the second groove.
It is preferred that, the first groove, the second groove are curved, and the central angle corresponding to the first groove and the second groove institute
Corresponding central angle is equal.
It is preferred that, the first groove, the second groove are V-shaped, and the V-arrangement opening angle and the V of the second groove of the first groove
Shape opening angle is equal.
It is preferred that, the first groove medium position is located on the first side plate and is provided with the first bar-shaped trough extended downwardly.
It is preferred that, the second groove medium position is located on the 3rd side plate and is provided with the second bar-shaped trough extended downwardly.
It is preferred that, the first side plate, the second side plate, the 3rd side plate, the 4th side plate are integrally formed.
It is preferred that, pillow is made of armored concrete.
It is preferred that, by multiple link of boards between the first side plate and the 3rd side plate, and the upper surface of gusset is not higher by
One groove, the second groove.
It is preferred that, bearing plate uses steel plate.
It is preferred that, slip-resistant texture is distributed with away from pillow one side in bearing plate.
In the present invention, pillow is formed by the first side plate, the second side plate, the 3rd side plate, the 4th side plate of head and the tail connection successively,
First side plate, the upper surface of the 3rd side plate are respectively equipped with the present groove of identical first, the second groove, the shape of bearing plate and the
One groove, the second groove are adapted, and bearing plate bottom two ends are separately fixed at the first groove, in the second groove;In use, will
Pipe pillow is placed on the ground of the groove dug, and then pipeline is placed in the bearing plate of pipe pillow, convenient and swift, ensure that
The elevation and straight cis degree of pipeline, reduce labor intensity, reduce the construction period, improve construction quality and construction production safety;Pass through
First bar-shaped trough, the second bar-shaped trough are set, pipeline is applied to pressure dissipation on bearing plate in the first side plate, the 3rd side plate two
Side, improves the weight capacity of pipe pillow, extends its service life;Pillow uses frame structure, saves material, saves labour cost,
Pillow weight is reduced, convenient construction reduces environmental pollution;By multiple link of boards between the first side plate and the 3rd side plate,
Gusset can share the first side plate, the pressure on the second side plate, improve the first side plate, the weight capacity of the second side plate, extension tube
The service life of pillow.
Brief description of the drawings
Fig. 1 is the structural representation that a kind of reinforced concrete drainage pipe that embodiment one is proposed is rested the head on pipe;
Fig. 2 is the structural representation of pillow during a kind of reinforced concrete drainage pipe that embodiment one is proposed is rested the head on pipe;
Fig. 3 is to rest the head on pipeline in the method for laying pipeline using the pipe of embodiment one to be placed in the schematic diagram on pipe pillow;
Fig. 4 is the structural representation that a kind of reinforced concrete drainage pipe that embodiment two is proposed is rested the head on pipe;
Fig. 5 is the structural representation of pillow during a kind of reinforced concrete drainage pipe that embodiment two is proposed is rested the head on pipe;
Fig. 6 is to rest the head on pipeline in the method for laying pipeline using the pipe of embodiment two to be placed in the schematic diagram on pipe pillow.
Embodiment
Embodiment one
Reference picture 1, Fig. 2, Fig. 3, the present invention propose that a kind of reinforced concrete drainage pipe is rested the head on pipe, including in frame structure
Pillow 1 and be made for the pillow 1 of bearing plate 2. of pipe laying of armored concrete, pillow 1 includes from beginning to end connecting successively
The first side plate 11, the second side plate 12, the 3rd side plate 13, the 4th side plate 14 connect, the first side plate 11, the second side plate 12, the 3rd side
Plate 13, the 4th side plate 14 are integrally formed, and the first side plate 11 and the 3rd side plate 13 are positioned opposite, the second side plate 12 and the 4th side plate 14
It is positioned opposite.First side plate 11, the upper surface of the 3rd side plate 13 are respectively provided with the first groove 111, second of pipe laying
Groove 131;First groove 111, the second groove 131 are curved, and central angle and the second groove corresponding to the first groove 111
Central angle corresponding to 131 is equal, is connected between the first side plate 11 and the 3rd side plate 13 by multiple gussets 15, and gusset 15
Upper surface is not higher by the first groove 111, the second groove 131.On first side plate 11 be located at the medium position of the first groove 111 be provided with to
First bar-shaped trough 112 of lower extension;It is located at the medium position of the second groove 131 on 3rd side plate 13 and is provided with the Article 2 extended downwardly
Shape groove 132.Bearing plate 2 is curved and bearing plate 2 corresponding to central angle and the first groove 111, the second groove 131 corresponding to
Central angle is equal, and the bottom two ends of bearing plate 2 are separately mounted to the first groove 111, in the second groove 131;In the present embodiment, load-bearing
Plate 2 is using steel plate and bearing plate 2 away from slip-resistant texture 21 is distributed with the one side of pillow 1.
Embodiment two
Reference picture 4, Fig. 5, Fig. 6, the present invention propose that a kind of reinforced concrete drainage pipe is rested the head on pipe, including in frame structure
Pillow 1 and bearing plate 2 for pipe laying.Pillow 1 is made of armored concrete, and pillow 1 includes from beginning to end connecting successively
The first side plate 11, the second side plate 12, the 3rd side plate 13, the 4th side plate 14 connect, the first side plate 11, the second side plate 12, the 3rd side
Plate 13, the 4th side plate 14 are integrally formed, and the first side plate 11 and the 3rd side plate 13 are positioned opposite, the second side plate 12 and the 4th side plate 14
It is positioned opposite.First side plate 11, the upper surface of the 3rd side plate 13 are respectively provided with the first groove 111, second of pipe laying
Groove 131, the first groove 111, the second groove 131 are V-shaped, and the V-arrangement opening angle and the second groove of the first groove 111
131 V-arrangement opening angle is equal, is connected between the first side plate 11 and the 3rd side plate 13 by multiple gussets 15, and gusset 15
Upper surface is not higher by the first groove 111, the second groove 131.On first side plate 11 be located at the medium position of the first groove 111 be provided with to
First bar-shaped trough 112 of lower extension;It is located at the medium position of the second groove 131 on 3rd side plate 13 and is provided with the Article 2 extended downwardly
Shape groove 132.Bearing plate 2 is V-shaped and V-arrangement opening angle of bearing plate 2 and the first groove 111, the V-arrangement opening of the second groove 131
Angle is equal, and the bottom two ends of bearing plate 2 are separately mounted to the first groove 111, in the second groove 131;In the present embodiment, bearing plate
2 using steel plates and bearing plate 2 away from slip-resistant texture 21 is distributed with the one side of pillow 1.
A kind of reinforced concrete drainage pipe proposed by the present invention is rested the head on pipe, in use, pipe to be rested the head on to the ditch for being placed in and digging
On the ground of groove, then pipeline 3 is placed in the bearing plate 2 of pipe pillow, slip-resistant texture 21 can prevent from managing when pipeline 3 is installed
Road 3 skids, convenient and swift, ensure that the elevation and straight cis degree of pipeline, reduces labor intensity, reduces the construction period, improves work
Cheng Zhiliang and construction production safety;By setting the first bar-shaped trough 112, the second bar-shaped trough 132, pipeline 2 is applied to bearing plate 2
On pressure dissipation connected in the first side plate 11, the both sides of the 3rd side plate 13, and in the first side plate 11, the 3rd side plate 13 by gusset 15
Connect, gusset 15 can share the first side plate 11, the pressure on the second side plate 13, can effectively improve the weight capacity of pipe pillow, prolong
Long its pipe pillow service life;Pillow uses frame structure, saves material, saves labour cost, reduces the weight of pillow 1, conveniently applies
Work, reduces environmental pollution.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art the invention discloses technical scope in, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should all be included within the scope of the present invention.
Claims (10)
1. a kind of reinforced concrete drainage pipe is rested the head on pipe, it is characterised in that including the pillow (1) in frame structure and be used for
The bearing plate (2) of pipe laying, pillow (1) includes the first side plate (11) of head and the tail connection, the second side plate (12), the 3rd side successively
Plate (13), the 4th side plate (14), the first side plate (11) and the 3rd side plate (13) are positioned opposite, the second side plate (12) and the 4th side plate
(14) positioned opposite, the first side plate (11), the upper surface of the 3rd side plate (13) are respectively equipped with the groove of shape identical first
(111), the second groove (131);The shape of bearing plate (2) is adapted with the first groove (111), the second groove (131), and load-bearing
Plate (2) bottom two ends are separately fixed in the first groove (111), the second groove (131).
2. reinforced concrete drainage pipe according to claim 1 is rested the head on pipe, it is characterised in that the first groove (111),
Two grooves (131) are curved, and the center of circle corresponding to the central angle and the second groove (131) corresponding to the first groove (111)
Angle is equal.
3. reinforced concrete drainage pipe according to claim 1 is rested the head on pipe, it is characterised in that the first groove (111),
Two grooves (131) are V-shaped, and the V-arrangement opening angle phase of the V-arrangement opening angle and the second groove (131) of the first groove (111)
Deng.
4. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that the first side
It is located at the first groove (111) medium position on plate (11) and is provided with the first bar-shaped trough (112) extended downwardly.
5. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that the 3rd side
It is located at the second groove (131) medium position on plate (13) and is provided with the second bar-shaped trough (132) extended downwardly.
6. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that the first side
Plate (11), the second side plate (12), the 3rd side plate (13), the 4th side plate (14) are integrally formed.
7. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that pillow
(1) it is made of armored concrete.
8. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that the first side
It is connected between plate (11) and the 3rd side plate (13) by multiple gussets (15), and the upper surface of gusset (15) is not higher by the first groove
(111), the second groove (131).
9. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that bearing plate
(2) steel plate is used.
10. the reinforced concrete drainage pipe according to any one of claim 1-3 is rested the head on pipe, it is characterised in that load-bearing
Slip-resistant texture (21) is distributed with away from pillow (1) one side in plate (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710244954.0A CN107061867A (en) | 2017-04-14 | 2017-04-14 | A kind of reinforced concrete drainage pipe is rested the head on pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710244954.0A CN107061867A (en) | 2017-04-14 | 2017-04-14 | A kind of reinforced concrete drainage pipe is rested the head on pipe |
Publications (1)
Publication Number | Publication Date |
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CN107061867A true CN107061867A (en) | 2017-08-18 |
Family
ID=59600039
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710244954.0A Pending CN107061867A (en) | 2017-04-14 | 2017-04-14 | A kind of reinforced concrete drainage pipe is rested the head on pipe |
Country Status (1)
Country | Link |
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CN (1) | CN107061867A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109914569A (en) * | 2019-03-27 | 2019-06-21 | 宣城市政建设集团有限公司 | A kind of cement water-supply-pipe |
CN110670698A (en) * | 2019-10-17 | 2020-01-10 | 三河市恒通水泥构件有限公司 | Multifunctional system and intelligent method for repairing defects after concrete forming |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5697021A (en) * | 1979-12-29 | 1981-08-05 | Mitsubishi Plastics Ind Ltd | Burying method for pipe |
CN1294647A (en) * | 1999-01-29 | 2001-05-09 | 马蒂艾尔专利公司 | Pressurized liquid circulation duct and method for prodn. thereof |
CN203373772U (en) * | 2013-08-01 | 2014-01-01 | 上海市城市建设设计研究总院 | Foundation structure of reinforced concrete drainage pipeline under condition of soft soil foundation |
CN104500842A (en) * | 2014-12-08 | 2015-04-08 | 北京四方如钢混凝土制品有限公司 | Pipe pillow and method of paving pipeline by utilizing pipe pillow |
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 |
CN105113607A (en) * | 2015-08-28 | 2015-12-02 | 济南城建集团有限公司 | Rainwater pipeline structure and construction method thereof |
CN204940330U (en) * | 2015-08-28 | 2016-01-06 | 苏州同尚工程设计咨询有限公司 | A kind of pipeline foundation |
CN205171638U (en) * | 2015-11-19 | 2016-04-20 | 浙江三门市政工程有限公司 | Municipal administration drain pipe structure |
CN206723595U (en) * | 2017-04-14 | 2017-12-08 | 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 |
-
2017
- 2017-04-14 CN CN201710244954.0A patent/CN107061867A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5697021A (en) * | 1979-12-29 | 1981-08-05 | Mitsubishi Plastics Ind Ltd | Burying method for pipe |
CN1294647A (en) * | 1999-01-29 | 2001-05-09 | 马蒂艾尔专利公司 | Pressurized liquid circulation duct and method for prodn. thereof |
CN203373772U (en) * | 2013-08-01 | 2014-01-01 | 上海市城市建设设计研究总院 | Foundation structure of reinforced concrete drainage pipeline under condition of soft soil foundation |
CN104500842A (en) * | 2014-12-08 | 2015-04-08 | 北京四方如钢混凝土制品有限公司 | Pipe pillow and method of paving pipeline by utilizing pipe pillow |
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 |
CN105113607A (en) * | 2015-08-28 | 2015-12-02 | 济南城建集团有限公司 | Rainwater pipeline structure and construction method thereof |
CN204940330U (en) * | 2015-08-28 | 2016-01-06 | 苏州同尚工程设计咨询有限公司 | A kind of pipeline foundation |
CN205171638U (en) * | 2015-11-19 | 2016-04-20 | 浙江三门市政工程有限公司 | Municipal administration drain pipe structure |
CN206723595U (en) * | 2017-04-14 | 2017-12-08 | 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 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109914569A (en) * | 2019-03-27 | 2019-06-21 | 宣城市政建设集团有限公司 | A kind of cement water-supply-pipe |
CN109914569B (en) * | 2019-03-27 | 2024-01-30 | 宣城市政建设集团有限公司 | Cement water delivery pipe |
CN110670698A (en) * | 2019-10-17 | 2020-01-10 | 三河市恒通水泥构件有限公司 | Multifunctional system and intelligent method for repairing defects after concrete forming |
CN110670698B (en) * | 2019-10-17 | 2021-07-16 | 三河市恒通水泥构件有限公司 | Multifunctional system and intelligent method for repairing defects after concrete forming |
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PB01 | Publication | ||
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Application publication date: 20170818 |