CN110004844A - Rectangular cross section underpass wall body structure and underpass reinforcing bar laying method - Google Patents
Rectangular cross section underpass wall body structure and underpass reinforcing bar laying method Download PDFInfo
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- CN110004844A CN110004844A CN201910397357.0A CN201910397357A CN110004844A CN 110004844 A CN110004844 A CN 110004844A CN 201910397357 A CN201910397357 A CN 201910397357A CN 110004844 A CN110004844 A CN 110004844A
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- reinforcing bar
- top plate
- rectangular cross
- underpass
- section
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 88
- 238000000034 method Methods 0.000 title claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims abstract description 65
- 238000007665 sagging Methods 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 125000006850 spacer group Chemical group 0.000 claims abstract description 6
- 241000700608 Sagitta Species 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Reinforcement Elements For Buildings (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
A kind of rectangular cross section underpass reinforcing bar laying method, the easily sagging technical problem of reinforcing bar to solve top of conduit.It includes the top plate top layer genesis analysis reinforcing bar that the easy sagging position of rectangular cross section underpass is laid in using arch truss support, and arch truss support is fixed together with spacer bar inbuilt in side wall；Make top plate bottom genesis analysis bar splicing on the lower beam that arch truss supports.A kind of rectangular cross section underpass wall body structure includes concrete and framework of steel reinforcement, the arch truss that framework of steel reinforcement includes and the splice that is embedded in side wall is fixed together supports, and the top plate top layer genesis analysis reinforcing bar supported with it is fixed together, top plate bottom genesis analysis reinforcing bar is set up and is fixed on the lower beam of arch truss support.Can be sagging to avoid the reinforcing bar at the top of underpass, and arch truss support also becomes a part of the reinforcing bar in rectangular cross section underpass.
Description
Technical field
Railway formula culvert construction technical field is worn the present invention relates under, and in particular to a kind of rectangular cross section underpass wall
Structure, a kind of rectangular cross section underpass reinforcing bar laying method.
Background technique
Existing Business Line railway mainly has the sleeper being laid on ballast, the rail being mounted on sleeper to constitute.Business Line
Railway is also equipped with track circuit, when track is in occupied state, is in two interorbital circuits of track occupied block
Short-circuit condition shows red band on console；When track is in free state, two interorbital circuits are in breaking shape
State, console upper rail occupy lamp and extinguish；When track circuit loses to orbit occupancy status detection function, the area console Shang Gai
Section display white light band.Based on this, station controllers will be seen that orbit occupancy information by console.
Under wear the difficult point of railway formula culvert construction and be: the reinforcing bar binding space of limited space, especially top of conduit has
Limit, is not easy to the binding of reinforcing bar；May influence the operation of Business Line, such as influence equipment, circuit etc..
In order to avoid culvert top rebars without support it is sagging, in the prior art using concrete lining trolley in place after,
After adjusting the absolute altitude of concrete trolley, center, roof steel bar is installed above concrete trolley, this further limits culvert
The reinforcing bar at top binds space.According to statistics, binding one group of roof steel bar needs 3.5 days, and concrete curing to intensity reaches
After 100%, lining trolley can just be demoulded, and need 3.5 days, this wastes a large amount of time.In addition, in the corner of culvert
Reinforcing bar bind space it is smaller, need to by adding reinforcing bar reinforcement, at this moment may touch top track circuit, formed track not by
Vehicle occupies but shows the situation of red band.
Summary of the invention
Goal of the invention of the invention is to provide a kind of rectangular cross section underpass wall body structure and underpass reinforcing bar paving
Equipment, method, with solve it is existing under wear railway formula culvert construction when, the easily sagging technical problem of the reinforcing bar of top of conduit.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
Design a kind of rectangular cross section underpass reinforcing bar laying method, comprising:
The top plate top layer genesis analysis reinforcing bar at the easy sagging position of rectangular cross section underpass is laid in using arch truss support,
Arch truss support is fixed together with spacer bar inbuilt in side wall；
Make top plate bottom genesis analysis bar splicing on the lower beam that the arch truss supports.
Preferably, the arch truss support is fixed one with its top plate top layer genesis analysis reinforcing bar supported and is being risen, institute
Arch truss support is stated to be fixed together with the top plate bottom genesis analysis reinforcing bar.
Preferably, before arch truss support is set, further includes: build rectangular cross section underpass bottom plate and
Short abutment wall is embedded with support post splice and side wall vertical reinforcement in the short abutment wall；
The both ends of top plate top layer transverse direction main reinforcement of underpass and the side wall vertical reinforcement of two sides are fixed together, in the square
Lay top plate top layer genesis analysis reinforcing bar, top plate top layer genesis analysis reinforcing bar and top plate in the easy sagging position in shape cross-section underground channel
Top layer transverse direction main reinforcement is fixed together.
Preferably, after arch truss support is set, the sagging position that is not easy of rectangular cross section underpass is laid
Top plate top layer genesis analysis reinforcing bar, and top plate top layer genesis analysis reinforcing bar is made to be fixed together with top plate top layer transverse direction main reinforcement.
Preferably, after the top plate bottom genesis analysis reinforcing bar is set, under the top plate bottom genesis analysis reinforcing bar
Side's setting top plate bottom transverse direction main reinforcement, and top plate bottom transverse direction main reinforcement and top plate bottom genesis analysis reinforcing bar are fixed together.
Preferably, two adjacent arch trusses support interval 2m setting.
Preferably, the rectangular cross section of the rectangular cross section underpass be 6400mm × 3600mm, bottom plate thickness 500mm,
The sagitta of top plate thickness 500mm, side wall thickness 450mm, the arch truss support of underpass are 330mm.
Further, the easy sagging position of the rectangular cross section underpass is the middle line of the rectangular cross section underpass
In each region 1.5m in two sides.
Design a kind of rectangular cross section underpass wall body structure, including concrete and framework of steel reinforcement, the framework of steel reinforcement packet
Include side wall vertical reinforcement, top plate top layer transverse direction main reinforcement, top plate top layer genesis analysis reinforcing bar, top plate bottom genesis analysis reinforcing bar, top
Board bottom layer transverse direction main reinforcement and arch truss support, the arch truss support are fixed on one with the splice being embedded in side wall
It rises, and the top plate top layer genesis analysis reinforcing bar supported with it is fixed together, the top plate bottom genesis analysis reinforcing bar is set up
And it is fixed on the truss lower beam of the arch truss support.
Preferably, the arch truss support is welded and fixed with the splice, the arch truss support and its institute
The top plate top layer genesis analysis reinforcement welding of support is fixed, and the top plate bottom genesis analysis reinforcing bar and the arch truss support
It is welded and fixed.
Further, on the extending direction of the rectangular cross section underpass, an arch truss is arranged in every 2m
Support.
The beneficial effects of the present invention are: supported using arch truss, it can be sagging to avoid the reinforcing bar at the top of underpass, and
And arch truss support also becomes a part of the reinforcing bar in rectangular cross section underpass.Concrete lining is used with existing
The mode that platform building cart prevents the reinforcing bar at the top of underpass sagging is compared, and reinforcing bar binding space is big, and the construction period is short, and is being turned
It is not required to add reinforcing bar reinforcement when angle, also avoids the secondary problem of its initiation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of reinforcing bar at the one of a kind of rectangular cross section underpass of the present invention.
Fig. 2 is a kind of structural schematic diagram of another place's reinforcing bar of rectangular cross section underpass of the present invention.
In figure, 1- bottom plate, the short abutment wall of 21-, 211- side wall vertical reinforcement, 212- side wall vertical reinforcement, 213- support post
With splice, the short abutment wall of 22-, 221- side wall vertical reinforcement, 222- side wall vertical reinforcement, 223- support post connects with reinforcing bar
Head, 41- top plate top layer transverse direction main reinforcement, 42- top plate top layer genesis analysis reinforcing bar, 43- top plate bottom genesis analysis reinforcing bar, the top 44-
Board bottom layer transverse direction main reinforcement, the support of 5- arch truss.
Specific embodiment
Illustrate a specific embodiment of the invention with reference to the accompanying drawings and examples, but following embodiment is used only in detail
It describes the bright present invention in detail, does not limit the scope of the invention in any way.
A kind of embodiment 1: rectangular cross section underpass reinforcing bar laying method, comprising:
The top plate top layer genesis analysis reinforcing bar at the easy sagging position of rectangular cross section underpass is laid in using arch truss support 5
42, arch truss support 5 is fixed together with spacer bar inbuilt in side wall；Referring to Fig. 1-2, certain rectangular cross section underpass
Rectangular cross section be 6400mm × 3600mm, bottom plate thickness 500mm, top plate thickness 500mm, side wall thickness 450mm.Its top plate top layer is horizontal
22 reinforcing bar of Φ is used to main reinforcement, top plate top layer genesis analysis reinforcing bar 42 uses 12 reinforcing bar of Φ, it is believed that the rectangular cross section underground
The easy sagging position in channel is in each region 1.5m in middle line two sides of rectangular cross section underpass.Arch truss support 5 is exactly to be
Support the top plate top layer genesis analysis reinforcing bar 42 in the region.Inbuilt spacer bar can be side wall vertical reinforcement in side wall
211, side wall vertical reinforcement 221, or the separately splice 213 of inbuilt support post, support post splice
223.Arch truss support 5 can be fixed with spacer bar using welding manner.
It is overlapped on top plate bottom genesis analysis reinforcing bar 43 on the lower beam of arch truss support 5.
A kind of embodiment 2: rectangular cross section underpass reinforcing bar laying method, comprising:
Bottom plate, short abutment wall 21 and the short abutment wall 22 for building rectangular cross section underpass, are embedded with support post in short abutment wall 21
With splice 213, side wall vertical reinforcement 211, side wall vertical reinforcement 212, support post steel is embedded in short abutment wall 22
Muscle connector 223, side wall vertical reinforcement 221, side wall vertical reinforcement 222, side wall vertical reinforcement 211, side wall vertical reinforcement 212, side
Wall vertical reinforcement 221 and side wall vertical reinforcement 222 can use 22 reinforcing bar of Φ, and support post splice 213 and support are vertical
Column splice 223 can use 28 reinforcing bar of Φ；
By side wall vertical reinforcement 211, the side wall vertical reinforcement at the both ends of the top plate top layer transverse direction main reinforcement 41 of underpass and two sides
221 are welded and fixed, and lay top plate top layer genesis analysis reinforcing bar 42, top plate top layer at the easy sagging position of rectangular cross section underpass
Genesis analysis reinforcing bar 42 is welded and fixed with top plate top layer transverse direction main reinforcement 41；
Arch truss is set below top plate top layer genesis analysis reinforcing bar 42 and supports 5, arch truss support 5 and the support of two sides are vertical
Column splice 213, support post splice 223 are welded and fixed, as needed can also be with side wall vertical reinforcement
212, side wall vertical reinforcement 222 is welded and fixed, and welds in such a way that L shape is connect with top plate top layer genesis analysis reinforcing bar 42
It is fixed；
The top plate top layer genesis analysis reinforcing bar 42 for being not easy sagging position of rectangular cross section underpass is laid, and keeps top plate top layer vertical
It is welded and fixed to distribution bar 42 and top plate top layer transverse direction main reinforcement 41；Top is laid on the truss lower beam of arch truss support 5
Board bottom layer genesis analysis reinforcing bar 43, and the truss lower beam of top plate bottom genesis analysis reinforcing bar 43 and arch truss support 5 is welded
Fixation is connect, top plate bottom transverse direction main reinforcement 44 is set below top plate bottom genesis analysis reinforcing bar 43, and top plate bottom is laterally main
Muscle 44 is welded and fixed with top plate bottom genesis analysis reinforcing bar 43, the both ends of top plate bottom transverse direction main reinforcement 44 respectively with side wall vertical steel
Muscle 212, side wall vertical reinforcement 222 are welded and fixed.
Preferably, two adjacent arch trusses support, 5 interval 2m setting.
Preferably, the sagitta of arch truss support 5 is 330mm.Further, the easy dip portion of rectangular cross section underpass
Position is in each region 1.5m in middle line two sides of the rectangular cross section underpass.
Embodiment 3: a kind of rectangular cross section underpass wall body structure, including concrete and framework of steel reinforcement, framework of steel reinforcement packet
It is horizontal to include side wall vertical reinforcement 211, side wall vertical reinforcement 212, side wall vertical reinforcement 222, side wall vertical reinforcement 221, top plate top layer
To main reinforcement 41, top plate top layer genesis analysis reinforcing bar 42, top plate bottom genesis analysis reinforcing bar 43, top plate bottom transverse direction main reinforcement 44 and arch
Shape truss support 5, the both ends of arch truss support 5 are welded with splice 213, the splice 223 being embedded in side wall respectively
Fixation is connect, and the top plate top layer genesis analysis reinforcing bar 42 supported with it is welded and fixed, top plate bottom genesis analysis reinforcing bar 43 is taken
And if being fixed on the truss lower beam of arch truss support 5.
Further, on the extending direction of rectangular cross section underpass, every 2m is arranged an arch truss and supports 5.
The present invention is described in detail above in conjunction with drawings and examples, still, those of skill in the art
Member is it is understood that without departing from the purpose of the present invention, can also carry out each design parameter in above-described embodiment
Change, forms multiple specific embodiments, is common variation range of the invention, is no longer described in detail one by one herein.
Claims (10)
1. a kind of rectangular cross section underpass reinforcing bar laying method characterized by comprising
The top plate top layer genesis analysis reinforcing bar at the easy sagging position of rectangular cross section underpass is laid in using arch truss support,
Arch truss support is fixed together with spacer bar inbuilt in side wall；
Make top plate bottom genesis analysis bar splicing on the lower beam that the arch truss supports.
2. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that the arch truss
The top plate top layer genesis analysis reinforcing bar supported with it is supported to be fixed together, the arch truss support and the top plate bottom
Genesis analysis reinforcing bar is fixed together.
3. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that the arch is being arranged
Before shape truss support, further includes: the bottom plate and short abutment wall for building rectangular cross section underpass are embedded in the short abutment wall
Support post splice and side wall vertical reinforcement；
The both ends of top plate top layer transverse direction main reinforcement of underpass and the side wall vertical reinforcement of two sides are fixed together, in the square
Lay top plate top layer genesis analysis reinforcing bar, top plate top layer genesis analysis reinforcing bar and top plate in the easy sagging position in shape cross-section underground channel
Top layer transverse direction main reinforcement is fixed together.
4. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that the arch is being arranged
After shape truss support, the top plate top layer genesis analysis reinforcing bar for being not easy sagging position of rectangular cross section underpass is laid, and makes to push up
Plate top layer genesis analysis reinforcing bar is fixed together with top plate top layer transverse direction main reinforcement.
5. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that the top is being arranged
After board bottom layer genesis analysis reinforcing bar, top plate bottom transverse direction main reinforcement is set below the top plate bottom genesis analysis reinforcing bar, and will
Top plate bottom transverse direction main reinforcement is fixed together with top plate bottom genesis analysis reinforcing bar.
6. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that two adjacent arches
Shape truss support interval 2m setting.
7. rectangular cross section underpass reinforcing bar laying method as described in claim 1, which is characterized in that the rectangular cross section
The rectangular cross section of underpass is 6400mm × 3600mm, bottom plate thickness 500mm, top plate thickness 500mm, side wall thickness 450mm, underground
The sagitta of the arch truss support in channel is 330mm.
8. rectangular cross section underpass reinforcing bar laying method as claimed in claim 7, which is characterized in that the rectangular cross section
The easy sagging position of underpass is in each region 1.5m in middle line two sides of the rectangular cross section underpass.
9. a kind of rectangular cross section underpass wall body structure, including concrete and framework of steel reinforcement, the framework of steel reinforcement include side wall
Vertical reinforcement, top plate top layer transverse direction main reinforcement, top plate top layer genesis analysis reinforcing bar, top plate bottom genesis analysis reinforcing bar, top plate bottom
Lateral main reinforcement, which is characterized in that the framework of steel reinforcement further includes arch truss support, and the arch truss supports and is embedded in side
Splice within the walls is fixed together, and the top plate top layer genesis analysis reinforcing bar supported with it is fixed together, the top
Board bottom layer genesis analysis reinforcing bar is set up and is fixed on the truss lower beam of the arch truss support.
10. rectangular cross section underpass wall body structure as claimed in claim 9, which is characterized in that in the rectangular cross section
On the extending direction of lower channel, the arch truss support is arranged in every 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910397357.0A CN110004844B (en) | 2019-05-14 | 2019-05-14 | Rectangular section underground passage wall structure and underground passage reinforcing steel bar skeleton paving method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910397357.0A CN110004844B (en) | 2019-05-14 | 2019-05-14 | Rectangular section underground passage wall structure and underground passage reinforcing steel bar skeleton paving method |
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| Publication Number | Publication Date |
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| CN110004844A true CN110004844A (en) | 2019-07-12 |
| CN110004844B CN110004844B (en) | 2024-03-08 |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB649688A (en) * | 1947-10-13 | 1951-01-31 | Zorislav Franjetich | Improvements in concrete constructional elements |
| JP2004339753A (en) * | 2003-05-14 | 2004-12-02 | Kumagai Gumi Co Ltd | Construction method for vaulted type underground structural body |
| KR20090116342A (en) * | 2008-05-07 | 2009-11-11 | 이정락 | Truss panel for retaining concrete wall and execution method used by this |
| CN202369931U (en) * | 2011-12-29 | 2012-08-08 | 浙江大东吴集团建设有限公司 | Arch ring bracket |
| CN104420538A (en) * | 2013-09-11 | 2015-03-18 | 菲森建设株式会社 | Corrugated type reinforced concrete composite structure |
| CN205637266U (en) * | 2016-05-23 | 2016-10-12 | 甘肃安居建设工程集团有限公司 | Prestressing force truss reinforced concrete bottom plate |
| CN206570928U (en) * | 2017-03-13 | 2017-10-20 | 王玉顺 | A kind of building structure of high-rise building arch type commutation layer |
| CN208280038U (en) * | 2018-04-02 | 2018-12-25 | 中铁二十一局集团第二工程有限公司 | A kind of arch culvert template system |
| CN208632986U (en) * | 2018-07-10 | 2019-03-22 | 湖南省交通规划勘察设计院有限公司 | A kind of rectangular channel structure of precast assembly |
| CN210066539U (en) * | 2019-05-14 | 2020-02-14 | 中铁隧道局集团有限公司 | Rectangular section underground passage wall structure |
-
2019
- 2019-05-14 CN CN201910397357.0A patent/CN110004844B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB649688A (en) * | 1947-10-13 | 1951-01-31 | Zorislav Franjetich | Improvements in concrete constructional elements |
| JP2004339753A (en) * | 2003-05-14 | 2004-12-02 | Kumagai Gumi Co Ltd | Construction method for vaulted type underground structural body |
| KR20090116342A (en) * | 2008-05-07 | 2009-11-11 | 이정락 | Truss panel for retaining concrete wall and execution method used by this |
| CN202369931U (en) * | 2011-12-29 | 2012-08-08 | 浙江大东吴集团建设有限公司 | Arch ring bracket |
| CN104420538A (en) * | 2013-09-11 | 2015-03-18 | 菲森建设株式会社 | Corrugated type reinforced concrete composite structure |
| CN205637266U (en) * | 2016-05-23 | 2016-10-12 | 甘肃安居建设工程集团有限公司 | Prestressing force truss reinforced concrete bottom plate |
| CN206570928U (en) * | 2017-03-13 | 2017-10-20 | 王玉顺 | A kind of building structure of high-rise building arch type commutation layer |
| CN208280038U (en) * | 2018-04-02 | 2018-12-25 | 中铁二十一局集团第二工程有限公司 | A kind of arch culvert template system |
| CN208632986U (en) * | 2018-07-10 | 2019-03-22 | 湖南省交通规划勘察设计院有限公司 | A kind of rectangular channel structure of precast assembly |
| CN210066539U (en) * | 2019-05-14 | 2020-02-14 | 中铁隧道局集团有限公司 | Rectangular section underground passage wall structure |
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| Publication number | Publication date |
|---|---|
| CN110004844B (en) | 2024-03-08 |
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