CN106522267B - The steel of underground pipe gallery feeds intake chamber structure - Google Patents
The steel of underground pipe gallery feeds intake chamber structure Download PDFInfo
- Publication number
- CN106522267B CN106522267B CN201611142845.XA CN201611142845A CN106522267B CN 106522267 B CN106522267 B CN 106522267B CN 201611142845 A CN201611142845 A CN 201611142845A CN 106522267 B CN106522267 B CN 106522267B
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- China
- Prior art keywords
- steel
- feeds intake
- fashioned iron
- corrugated sheet
- feeding port
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 117
- 239000010959 steel Substances 0.000 title claims abstract description 117
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 114
- 229910052742 iron Inorganic materials 0.000 claims abstract description 54
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 230000008878 coupling Effects 0.000 claims abstract description 7
- 238000010168 coupling process Methods 0.000 claims abstract description 7
- 238000005859 coupling reaction Methods 0.000 claims abstract description 7
- 230000007704 transition Effects 0.000 claims description 21
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 235000021050 feed intake Nutrition 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical & Material Sciences (AREA)
- Lining And Supports For Tunnels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
It feeds intake chamber structure the invention discloses a kind of steel of underground pipe gallery, including the unit tube coupling circumferentially assembled by unit sheet bar, feeding port wherein is offered on the unit sheet bar of top surface, which is surrounded by for reinforcing orifice structure and connecting the fashioned iron of external structure.The present invention opens up the aperture for meeting pipeline, equipment, personnel's disengaging size on the surface of unit sheet bar for being located at top surface, and one week in aperture is reinforced using fashioned iron, convenient for piping lane internal pipeline, the laying and maintenance of equipment.
Description
Technical field
The invention discloses a kind of structures of underground pipe gallery more particularly to a kind of steel of underground pipe gallery to feed intake
Chamber structure.
Background technique
Applicant has been devoted to the research and application of Pipe rack, and has applied for a large amount of patent.In practical projects,
The maintenance of laying and later period pipeline for piping lane internal pipeline, it is very inconvenient inside piping lane that staff enters, after
Continuous maintenance piping lane and piping lane inner facility need to expend a large amount of manpower and material resources when building.
It would therefore be highly desirable to solve above-mentioned technical problem.
Summary of the invention
Goal of the invention: the object of the present invention is to provide a kind of convenient for piping lane internal pipeline, the laying of equipment and maintenance underground
The steel of pipe gallery feeds intake chamber structure.
Technical solution: the steel of underground pipe gallery of the invention feeds intake chamber structure, including circumferential assembled by corrugated sheet steel
Made of unit tube coupling, wherein be located at top surface corrugated sheet steel on offer feeding port, which, which is also connected with, is used for
The fashioned iron being connected with outside plant, wherein be located at feeding port longitudinal edge on and not at unit tube coupling seamed edge overlap type
The both ends of steel exceed at least one ripple of the longitudinal length of feeding port.The present invention opens on the surface of unit sheet bar for being located at top surface
If meeting the aperture of pipeline, equipment, personnel's disengaging size, and one week in aperture is reinforced using fashioned iron, and fashioned iron is also made
For the connection of the superstructure of flange and feeding port.
Wherein, the corrugated sheet steel is that longitudinal flange is equipped between adjacent corrugated sheet steel with cambered plate；Described
It is equipped with and the consistent steel pipe of corrugated sheet steel radian in the trough of the corrugated sheet steel of feeding port longitudinal end.
Preferably, it is equipped with and the consistent steel of corrugated sheet steel radian in the inner wall in the storehouse that feeds intake, the trough of corrugated sheet steel
It manages, the trough on adjacent corrugated sheet steel corresponds and circumferential connection forms annular trough, and the steel pipe in the annular trough is first
Tail connects to forming annular steel ring.For unit pipes section structure entirely assembled by corrugated sheet steel, in order to increase overall structure
Stabilization and intensity, can be spaced or the groove of all corrugated sheet steels in lay the steel pipe that is bonded with corrugated sheet steel.Work as corrugated sheet steel
When for arc plate, the radian for the steel pipe being arranged in groove is consistent with arc panel radian, and steel pipe and corrugated sheet steel composition class
It is similar to steel arch-shelf structure, so as to which integrally-built strength and stability is greatly improved；And steel pipe joins end to end circumferentially
One circle forms annular steel ring, again the rigidity and intensity of lift structure.
Furthermore fill concrete in the steel pipe, or reinforcing bar and fill concrete are set in the steel pipe.Concrete and
Reinforcing bar and steel pipe cooperative bearing, further enhance integrally-built stability and intensity.The load that above-mentioned fashioned iron is born can pass
It is handed on the fashioned iron by being connected with it and the steel pipe of corrugated sheet steel inner wall setting, wherein setting reinforcing bar or reinforcing bar are mixed in steel pipe
Solidifying soil, using steel pipe be arranged circumferentially and the common stress of pipeclay so that the bearing capacity of total is protected well
Barrier.
Further, it mutually bolts between the fashioned iron and top surface corrugated sheet steel, weld or is connected by middle transition component, it should
Middle transition component is the surrounding positioned at feeding port for reinforcing the transition fashioned iron of orifice structure.Fashioned iron is used in the storehouse that feeds intake
It is reinforced, and fashioned iron is also used as the superstructure of flange and feeding port to connect.
Preferably, the feeding port is offset to the side in the storehouse axial centre face that feeds intake, wherein the type close to axial centre face
Steel be one axially through the storehouse that feeds intake carrying girder steel.Feeding port feeds intake close to the side for throwing storage hopper center, i.e. this in the present invention
The pressure that mouth bears top bears the thrust of side plate transmitting again, adds one along axis close to the side in axial centre face in feeding port
The weakness that feeding port can be further enhanced as fashioned iron to the carrying girder steel through the storehouse that feeds intake improves integrally-built strong
Degree；And the both ends of the carrying girder steel are respectively placed on the corrugated sheet steel of top surface, the load transmission that can be born to corrugated sheet steel
On, reduce the compacting to feeding port.
Furthermore the drawing being equipped with for alleviating stress raisers at aperture is drawn between the transition fashioned iron and piping lane inner wall
Bar.Stress is weak at feeding port of the invention, and filled load, which is continuously increased, to be more easily damaged, and is drawn between fashioned iron and piping lane inner wall
If pull rod, stress raisers phenomenon at aperture can be effectively relieved, adapt to high roadbed operating condition convenient for piping lane.
Further, the connection type of the transition fashioned iron and feeding port surrounding is at least one in welding, bolt, riveting
Kind.
The utility model has the advantages that compared with prior art, the present invention has following remarkable advantage:
(1) present invention opened up on the surface of unit sheet bar for being located at top surface meet pipeline, equipment, personnel pass in and out size
Aperture, and one week in aperture is reinforced using fashioned iron, and fashioned iron is also used as the superstructure of flange and feeding port to connect；Together
When convenient for piping lane internal pipeline, the laying and maintenance of equipment；
(2) the connection fashioned iron in the chamber structure that feeds intake not only acts as the effect for further reinforcing aperture, is also used as feeding port
Feed intake the connection transition pieces of structures with ground, realizes the connection between underground and surface infrastructure；
(3) feeding port close to the side for throwing storage hopper center, i.e., hold again by the pressure that the feeding port bears top in the present invention
By the thrust that side plate transmits, one is added again axially through the storehouse that feeds intake on side fashioned iron of the feeding port close to axial centre face
Carrying girder steel can further enhance the weakness of feeding port as connection fashioned iron, improve integrally-built intensity；And the carrying
The both ends of girder steel are respectively placed on the unit sheet bar of top surface, in the load transmission to unit sheet bar that can be born, are reduced to throwing
The compacting of material mouth；
(4) because of stress weakness at feeding port of the invention, filled load, which is continuously increased, to be more easily damaged, in fashioned iron and piping lane
It is drawn between inner wall and sets pull rod, stress raisers phenomenon at aperture can be effectively relieved, adapt to high roadbed operating condition convenient for piping lane；
(5) when corrugated sheet steel is arc plate, the radian for the steel pipe being arranged in groove is consistent with arc panel radian, and
Steel pipe and corrugated sheet steel, which are constituted, is similar to steel arch-shelf structure, so as to which integrally-built strength and stability is greatly improved；And steel
Pipe joins end to end and circumferentially one encloses the annular steel ring of formation, again the rigidity and intensity of lift structure；
(6) load that connection fashioned iron of the invention is born can be transferred to fashioned iron and unit sheet bar by being connected with it
On the steel pipe of inner wall setting, wherein setting reinforcing bar or armored concrete in steel pipe, using steel pipe be arranged circumferentially and pipeclay
Common stress, so that the bearing capacity of total is ensured well.
(7) bin structure that feeds intake is simple, manufacture easy to process, and strong operability using precast splice type pattern, is applied
Work is fast and construction speed is secure, and fabrication and installation process is simple, low relative to concrete component production, installation cost, has
Good economic benefit.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is schematic cross-section of the invention；
Fig. 3 is the B-B cross-sectional view of Fig. 2；
Fig. 4 is the schematic cross-section of plate in the present invention；
Fig. 5 is the partial enlarged view in Fig. 2 at C.
Specific embodiment
Technical solution of the present invention is described further with reference to the accompanying drawing.
As depicted in figs. 1 and 2, underground pipe gallery includes by the circumferential assembled unit of unit sheet bar 1 in the present invention
Tube coupling 2, that is, feed intake storehouse, which collectively forms pipe gallery along axial direction and other pipeline section assembly of pipe gallery；This feeds intake
The structure type in storehouse is consistent with the prover section piping lane used on the market, but for the ease of the serial of pipeline, personnel pass in and out space,
Monitoring, measurement and the concentration laying for counting equipment of its pipeline compartment, the structure size in the storehouse that generally feeds intake is relative to standard pipe
Section piping lane can be larger.
Be located at top surface unit sheet bar on open up feeding port 3 in advance, the feeding port 3 have can meet pipeline, equipment, people
The port size of member's disengaging size, and in the setting of the surrounding of the feeding port 3 for reinforcing orifice structure and connecting external structure
Transition fashioned iron 4.As shown in Figure 3 and Figure 5, during the connection type of transition fashioned iron 4 and feeding port surrounding is welding, bolt, rivets
At least one preferably bolts.The structure of transition fashioned iron 4 can be selected according to aperture position and shape, and transition fashioned iron 4 can be I-shaped
Steel, plain plate, curved plate, channel steel, H profile steel, angle steel, square steel, deformed steel etc..The present invention is in the unit sheet bar for being located at top surface
Surface on open up meet pipeline, equipment, personnel pass in and out the aperture of size, and used fashioned iron to be reinforced at one the week of aperture,
And fashioned iron is also used as the superstructure of flange and feeding port to connect；It is laid with and repairs convenient for piping lane internal unit simultaneously.
The fashioned iron 5 for being connected with ground installation is also connected on above-mentioned transition fashioned iron 4, which is located at throwing
Above material mouth surrounding.The lower end of the fashioned iron 5 has the lower flange being connected with transition fashioned iron 4, specific fashioned iron 5 and transition fashioned iron
4 are bolted or weld；The upper end of the fashioned iron 5 has the upper flange being connected with ground installation, which is plane
Flange arrangement, as shown in Figure 5.Connection fashioned iron in the chamber structure that feeds intake not only acts as the effect for further reinforcing aperture, also makees
It feeds intake the connection transition piece of structures for feeding port and ground, realizes the connection between underground and surface infrastructure.
As shown in Figure 1 and Figure 5, above-mentioned feeding port 3 is offset to the side in the storehouse axial centre face that feeds intake, wherein in axial direction
The fashioned iron 5 in heart face be one axially through the storehouse that feeds intake carrying girder steel, the fashioned iron 5 close to the side of unit sheet bar is one along feeding intake
The shape steel rolled stock of mouth edge setting, other two is used to connect carrying girder steel and shape steel rolled stock, along the type of feeding port edge setting
Steel 5 is I-steel or plain plate.Feeding port is to bear top close to the side for throwing storage hopper center, the i.e. feeding port in the present invention
Pressure bear again side plate transmitting thrust, added again on side fashioned iron of the feeding port close to axial centre face one axially through
The carrying girder steel in storehouse of feeding intake can further enhance the weakness of feeding port as connection fashioned iron, improve integrally-built intensity；
And the both ends of the carrying girder steel are respectively placed on the unit sheet bar of top surface, in the load transmission to unit sheet bar that can be born,
Reduce the compacting to feeding port.
As shown in Figure 3 and Figure 4, said units plate 1 be with cambered corrugated sheet steel, the storehouse that feeds intake inner wall,
It is equipped with and the consistent steel pipe 6 of corrugated sheet steel radian in the trough of corrugated sheet steel.Trough on adjacent cells plate 1 correspond and
Circumferential connection forms annular trough, and the annular steel ring of the end to end formation of steel pipe 6 in the annular trough.For entirely by waveform
The assembled unit pipes section structure of steel plate can be spaced or all corrugated sheet steels to increase integrally-built stabilization and intensity
Trough in lay the steel pipe 6 that be bonded with corrugated sheet steel, and the one or multi-channel annular steel ring of formation.When corrugated sheet steel is arc panel
When piece, the radian for the steel pipe 6 being arranged in trough is consistent with arc panel radian, and steel pipe 6 and corrugated sheet steel 6 constitute and be similar to steel
Arch frame structure, so as to which integrally-built strength and stability is greatly improved.
Further for enhancing integrally-built stability, can in steel pipe 6 fill concrete, or be arranged in steel pipe 6
Reinforcing bar and fill concrete, armored concrete can be with the stress together of steel pipe 6.In addition the load that above-mentioned connection fashioned iron is born can pass
It is handed on the fashioned iron by being connected with it and the steel pipe of unit sheet bar inner wall setting, wherein setting reinforcing bar or reinforcing bar are mixed in steel pipe
Solidifying soil, using steel pipe be arranged circumferentially and the common stress of pipeclay so that the bearing capacity of total is protected well
Barrier.
As shown in Figure 3 and Figure 5, it draws and is equipped with for alleviating local stress collection at aperture between transition fashioned iron 4 and piping lane inner wall
In pull rod 7.Pull rod 7 can be connected directly between on the storehouse that feeds intake between the bolt of transition fashioned iron 4 and the internal-flange bolt of unit tube coupling, or
Support is arranged on unit tube coupling inner wall in person, draws between support and transition fashioned iron 4 and sets pull rod 7.At feeding port of the invention
Stress is weak, and filled load, which is continuously increased, to be more easily damaged, and draws between fashioned iron and piping lane inner wall and sets pull rod, hole can be effectively relieved
Stress raisers phenomenon at mouthful adapts to high roadbed operating condition convenient for piping lane.
The present invention bin structure that feeds intake is simple, manufacture easy to process, strong operability, using precast splice type pattern,
Construction is fast and construction speed is secure, and fabrication and installation process is simple, low relative to concrete component production, installation cost, tool
There is good economic benefit.
Claims (7)
- The chamber structure 1. a kind of steel of underground pipe gallery feeds intake, it is characterised in that: including circumferential assembled by corrugated sheet steel (1) At unit tube coupling (2), wherein be located at top surface corrugated sheet steel (1) on offer feeding port (3), feeding port (3) surrounding is also Be connected with the fashioned iron (5) for being connected with outside plant, wherein be located at feeding port (3) longitudinal edge on and not with unit pipes The both ends for saving the fashioned iron (5) overlapped at seamed edge exceed at least one ripple of the longitudinal length of feeding port (3)；The feeding port (3) It is offset to the side in the storehouse axial centre face that feeds intake, wherein the fashioned iron (5) close to axial centre face is one axially through the storehouse that feeds intake Carrying girder steel.
- The chamber structure 2. steel of underground pipe gallery according to claim 1 feeds intake, it is characterised in that: the corrugated sheet steel (1) to be equipped with longitudinal flange between adjacent corrugated sheet steel (1) with cambered plate；In the feeding port (3) longitudinal end It is equipped with and the consistent steel pipe of corrugated sheet steel radian (6) in the trough of corrugated sheet steel.
- The chamber structure 3. steel of underground pipe gallery according to claim 2 feeds intake, it is characterised in that: in the storehouse that feeds intake Inner wall, corrugated sheet steel trough in be equipped with the consistent steel pipe of corrugated sheet steel radian (6), wave on adjacent corrugated sheet steel (1) Paddy corresponds and circumferential connection forms annular trough, and the annular steel ring of the end to end formation of steel pipe (6) in the annular trough.
- The chamber structure 4. steel of underground pipe gallery according to claim 2 or 3 feeds intake, it is characterised in that: the steel pipe (6) interior fill concrete, or setting reinforcing bar and fill concrete in the steel pipe (6).
- The chamber structure 5. steel of underground pipe gallery according to claim 1 feeds intake, it is characterised in that: the fashioned iron (5) It mutually bolts between top surface corrugated sheet steel (1), weld or is connect by middle transition component, which is positioned at throwing The transition fashioned iron (4) for being used to reinforce orifice structure of the surrounding of material mouth (3).
- The chamber structure 6. steel of underground pipe gallery according to claim 5 feeds intake, it is characterised in that: the transition fashioned iron (4) pull rod (7) being equipped with for alleviating stress raisers at aperture is drawn between piping lane inner wall.
- The chamber structure 7. steel of underground pipe gallery according to claim 5 feeds intake, it is characterised in that: the transition fashioned iron It (4) is at least one of welding, bolt, riveting with the connection type of feeding port (3) surrounding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611142845.XA CN106522267B (en) | 2016-12-13 | 2016-12-13 | The steel of underground pipe gallery feeds intake chamber structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611142845.XA CN106522267B (en) | 2016-12-13 | 2016-12-13 | The steel of underground pipe gallery feeds intake chamber structure |
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| Publication Number | Publication Date |
|---|---|
| CN106522267A CN106522267A (en) | 2017-03-22 |
| CN106522267B true CN106522267B (en) | 2019-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611142845.XA Active CN106522267B (en) | 2016-12-13 | 2016-12-13 | The steel of underground pipe gallery feeds intake chamber structure |
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| CN (1) | CN106522267B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524162A (en) * | 2017-09-21 | 2017-12-29 | 清华大学 | A kind of assembled corrugated sheet steel Combined concrete pipe gallery |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0296099A (en) * | 1988-10-01 | 1990-04-06 | Kumamoto Koki Kk | Tunnel timbering arch shape steel frame and manufacture of tunnel timbering arch shape steel frame |
| CN201082963Y (en) * | 2007-08-14 | 2008-07-09 | 舟山市宏兴塑胶有限公司 | Manhole cover base |
| CN106090450A (en) * | 2016-08-09 | 2016-11-09 | 南京联众建设工程技术有限公司 | There is the box pipeline that circumferential obtuse angle connects |
-
2016
- 2016-12-13 CN CN201611142845.XA patent/CN106522267B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0296099A (en) * | 1988-10-01 | 1990-04-06 | Kumamoto Koki Kk | Tunnel timbering arch shape steel frame and manufacture of tunnel timbering arch shape steel frame |
| CN201082963Y (en) * | 2007-08-14 | 2008-07-09 | 舟山市宏兴塑胶有限公司 | Manhole cover base |
| CN106090450A (en) * | 2016-08-09 | 2016-11-09 | 南京联众建设工程技术有限公司 | There is the box pipeline that circumferential obtuse angle connects |
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| Publication number | Publication date |
|---|---|
| CN106522267A (en) | 2017-03-22 |
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Address after: 211215 Zhetang Town Industrial Park, Lishui District, Nanjing City, Jiangsu Province Patentee after: NANJING LIANZHONG ENGINEERING TECHNOLOGY Co.,Ltd. Address before: 211215 No. 331 Zhening East Road, Zhetang Industrial Concentration Zone, Lishui Economic Development Zone, Nanjing City, Jiangsu Province Patentee before: NANJING LIANZHONG CONSTRUCTION ENGINEERING TECHNOLOGY Co.,Ltd. |
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Application publication date: 20170322 Assignee: Jiangsu Xinbao Financial Leasing Co.,Ltd. Assignor: NANJING LIANZHONG ENGINEERING TECHNOLOGY Co.,Ltd. Contract record no.: X2024980009485 Denomination of invention: Steel feeding bin structure of underground comprehensive pipe gallery Granted publication date: 20190222 License type: Exclusive License Record date: 20240711 |
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Denomination of invention: Steel feeding bin structure of underground comprehensive pipe gallery Granted publication date: 20190222 Pledgee: Jiangsu Xinbao Financial Leasing Co.,Ltd. Pledgor: NANJING LIANZHONG ENGINEERING TECHNOLOGY Co.,Ltd. Registration number: Y2024980029577 |
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