CN109555900A - A kind of construction method of pipe traverse project - Google Patents
A kind of construction method of pipe traverse project Download PDFInfo
- Publication number
- CN109555900A CN109555900A CN201811462490.1A CN201811462490A CN109555900A CN 109555900 A CN109555900 A CN 109555900A CN 201811462490 A CN201811462490 A CN 201811462490A CN 109555900 A CN109555900 A CN 109555900A
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- China
- Prior art keywords
- quasi
- fixed
- internal frame
- outrigger
- pipeline
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- 238000010276 construction Methods 0.000 title claims abstract description 34
- 238000009434 installation Methods 0.000 claims description 5
- 230000006978 adaptation Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 9
- 238000004062 sedimentation Methods 0.000 abstract description 8
- 238000006073 displacement reaction Methods 0.000 abstract description 7
- 230000003139 buffering effect Effects 0.000 abstract description 3
- 230000000875 corresponding effect Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 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
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of construction methods of pipe traverse project, this method comprises: quasi- external install for passing through position in the pipeline fixes internal frame, fixed outrigger is installed in corresponding quasi- pass through at position of quasi- crossing structure, elastic structure is arranged between the fixed internal frame and the fixed outrigger is placed in the fixed internal frame vacantly in the fixed outrigger, so that the pipeline quasi- pass through position and complete passing through for the quasi- crossing structure in vacant state described.The invention has the advantages that structure can be avoided to be influenced because of the sedimentation of later period crossing pipeline by additional stress, can flexibly apply to ground, underground, all kinds of environment such as existing engineering, new construction can be passed through under the premise of guaranteeing that original structure mechanical system is stablized.Elastic structure not only can with supporting pipeline, can also buffering pipe deformation, sedimentation or displacement and generate internal force, can prevent pipeline and the structure being crossed from damaging.
Description
Technical field
The present invention relates to the realm of building construction, especially a kind of construction method of pipe traverse project.
Background technique
Pipeline engineering, especially municipal underground piping are frequently necessary to pass through newly-built or existing work in project implementing process
Journey structure.If the quasi- structure passed through of pipeline is existing building, needs to handle existing building basis, be arranged according to design
Pass through path.If quasi- crossing structure is newly-built structure, need in newly-built structure implementation process, it is reserved to pass through path.Because of pipe
Road engineering circuit is longer, generally requires across the different geology soil bodys, after crossing project is finished, during normal operation,
Displacement is inevitably generated, harm can be generated to crossing structure.Therefore the security guarantee of pipe traverse project is carried out, in addition to
To pipeline engineering itself, also it is even more important to the later period security application of quasi- crossing structure.
In existing Process of Engineering Construction, the structure of pipe traverse project position is designed, not yet architectonical, for passing through
Pipeline has no matched, structurally reasonable component application.Existing structure is destroyed when reserving passage lanes for quasi- crossing pipeline
The integrality of original structure, meanwhile, do not account for crossing project it is finished after, the later periods such as pipe sedimentation are displaced to existing knot
The stress influence of structure.In conclusion pipe traverse project is as a kind of universal engineering type, lacking one kind at present be may insure
The construction method of structural stability and operation safety.
Summary of the invention
The purpose of the present invention is provide a kind of construction party of pipe traverse project according to above-mentioned the deficiencies in the prior art
Method avoids pipeline by using guiding fixing device and influences each other with quasi- crossing structure.
The object of the invention realization is completed by following technical scheme:
A kind of construction method of pipe traverse project, intends among the construction of crossing structure for Pipeline Crossing Program, this method comprises:
Fixed internal frame is installed in the quasi- outside for passing through position of the pipeline, and fixation is installed at position in quasi- crossing structure corresponding quasi- pass through
Outrigger, setting elastic structure is placed in the fixed internal frame vacantly described between the fixed internal frame and the fixed outrigger
In fixed outrigger, so that the pipeline quasi- pass through position and completes passing through for the quasi- crossing structure in vacant state described.
The quasi- crossing structure be New Buildings or new construction of structures structures, it is described quasi- crossing structure it is corresponding intend
The New Buildings or the new construction of structures will be placed on by passing through position and installing fixed outrigger and refer to outside the fixation
It is quasi- to pass through position and it is constructed with the New Buildings or the new construction of structures as overall structure.
The quasi- crossing structure be existing building or existing buildings, it is described quasi- crossing structure it is corresponding intend pass through position
Set the fixed outrigger of installation refer to excavated on the existing building or existing buildings it is described it is quasi- pass through position, it is described quasi-
The size for passing through position matches with the outer profile of the fixed outrigger to be adapted to, and the fixed outrigger is mounted on described quasi- pass through
Simultaneously it is constructed with the existing building or the existing buildings as overall structure position.
The fixed internal frame is the frame-shaped structure being enclosed by least two sections fixed internal frame segments, in each fixation
The connection end of frame segment is hinged, at least one free end for fixing internal frame segment passes through bayonet lock and another fixed internal frame segment
Free end be connected and fixed；The fixed internal frame segment is enclosed in the outside of the pipeline and supports.
The elastic structure is in the form of a column, and one end is used to connect the outer rim of the fixed internal frame, and the other end is connected with
Setting-up piece；During the elastic structure is installed, the setting-up piece is fitted in the fixed outrigger inner surface
Predeterminated position, and the setting-up piece is mounted on to by bolt the inner surface of the fixed outrigger.
The fixed internal frame is set to be located at the center of the fixed outrigger by adjusting the length of the elastic structure.
The length for stating fixed outrigger is equal to the quasi- length for passing through position.
The invention has the advantages that structure can be avoided to wear because of the later period under the premise of guaranteeing that original structure mechanical system is stablized
More pipe sedimentation and influenced by additional stress, can flexibly apply on the ground, underground, can pass through existing engineering, new construction etc.
All kinds of environment.Elastic structure not only can with supporting pipeline, can also buffering pipe deformation, sedimentation or displacement and generate internal force,
The quasi- crossing structure that can be prevented pipeline and be crossed damages, and improves safety and the later period knot of pipe traverse project
Structure reliability.
Detailed description of the invention
Fig. 1 is constructing structure schematic diagram of the invention；
Fig. 2 is the front view that internal frame, fixed outrigger and elastic structure are fixed in the present invention；
Fig. 3 is the cross-sectional view that internal frame, fixed outrigger and elastic structure are fixed in the present invention.
Specific embodiment
Feature of present invention and other correlated characteristics are described in further detail by embodiment below in conjunction with attached drawing, so as to
In the understanding of technical staff of the same trade:
As shown in Figure 1-3, marking 1-12 to respectively indicate in figure are as follows: pipeline 1, quasi- crossing structure 2, fixed outrigger 3, elastic structure
4, fixed internal frame 5, fixed internal frame segment 6, bayonet lock 7, shaft 8, setting-up piece 9, bolt 10, elastic exocoel 11, elastic body 12.
Embodiment one: as shown in Figures 1 to 3, the present embodiment is specifically related to a kind of construction method of pipe traverse project, the party
Method relates generally to construction procedure when pipeline 1 passes through quasi- crossing structure 2 comprising following steps:
(1) fixed outrigger 3 is installed in corresponding quasi- pass through at position of quasi- crossing structure 2.
In the present embodiment, intending crossing structure 2 is existing building or structures.During fixed outrigger 3 is installed,
The quasi- outer profile phase for passing through position, intending the size for passing through position and fixing outrigger 3 is excavated on existing building or existing buildings
It coincide and is adapted to, to install fixed outrigger 3.After the completion of excavation, by fixed outrigger 3 be mounted on it is quasi- pass through position and by its with it is existing
Building or existing buildings construction are overall structure.
(2) internal frame 5 is fixed in quasi- external install for passing through position of pipeline 1.
Fixed internal frame 5 is the frame-shaped structure being enclosed by least two sections fixed internal frame segments 6, each fixed internal frame segment
6 connection end is hinged, at least one free end for fixing internal frame segment 6 passes through bayonet lock 7 and another fixed internal frame segment 6
Free end is connected and fixed；Fixed internal frame segment 6 is used to be enclosed in the outside of pipeline 1 and supports.In the present embodiment,
Fixed internal frame 5 includes the semicircular fixed internal frame segment 6 in both ends, and one end of two fixed internal frame segments 6 is cut with scissors by shaft 8
It connects；The other end of two fixed internal frame segments 6 is free end, and the two is attached by dismountable bayonet lock 7.By bayonet lock,
Fixed internal frame 5 can be securely tightened around in 1 outside of pipeline.During fixed internal frame 5 is installed, it can be adjusted by opening bayonet lock 7
The installation site of fixed internal frame 5 is saved, and reinstalls bayonet lock 7 after the completion of adjusting.
(3) to be placed in fixed internal frame 5 vacantly fixed outer for setting elastic structure 4 between fixed internal frame 5 and fixed outrigger 3
In frame 3, so that pipeline 1 completes passing through for quasi- crossing structure in quasi- position of passing through in vacant state.
Elastic structure 4 is in the form of a column, and one end is used to be connected and fixed the outer rim of internal frame 5, and the other end is connected with fixed pad
Piece 9；During elastic structure 4 is installed, setting-up piece 9 is fitted in the predeterminated position of fixed 3 inner surface of outrigger, and pass through
Setting-up piece 9 is mounted on the inner surface of fixed outrigger 3 by bolt 10.During elastic structure 4 is installed, adjustable elastic knot
The installation position and length of structure body 4, so that fixed internal frame 5 is placed in the center of fixed outrigger 3, so that being fixed on
The pipeline 1 determined in internal frame 5 can be in vacant state setting in fixed outrigger 3.
After elastic structure 4 is installed, each elastic structure 4 radially distributes in fixed internal frame 5 and fixes outer
Between frame 3.The elastic exocoel 11 of elastic structure 4 including tubular and the elastic body 12 being arranged in inside elastic exocoel 11.Bullet
Power body 12 is that main elastic force discharges and buffer component, elastic exocoel 11 mainly play protection elastic body 12 and limitation elastic body 12
The effect of dilatability.
The length of fixed outrigger 3 is equal to the quasi- length for passing through position, fixed outrigger 3 with as the existing of quasi- crossing structure 2
Building or existing buildings connect to form entirety.Formed by connection whole, fixed outrigger 3 existing can be built to what is be crossed
It builds object or existing buildings carries out reinforcement, the opening that can be formed across in this way to avoid pipeline 1 makes the intensity of quasi- crossing structure 2
At detrimental effect.
Elastic structure 4 is used as a kind of flexible structure, can play buffer function；Pipeline 1 is hanging by elastic structure 4
It is supported in fixed outrigger 3, when sedimentation or displacement occur for pipeline 1, elastic structure 4 can absorb the internal stress of pipeline 1, keeps away
Exempt from pipeline 1 and oppress its building for passing through or structures its structure is caused to damage；Likewise, working as the building that pipeline 1 passes through
When sedimentation or displacement occur for object or structures, elastic structure 4 can absorb the compressing of building or structures to pipeline 1, avoids
The displacement passing through section and being generated under the compressing of building or structures of pipeline 1, and then avoid the displacement for passing through section
Cause the junction of pipeline passed through between section section adjacent thereto because being broken or damaging caused by sedimentation difference.
In conclusion fixed internal frame 5 suspends, setting carries out buffering branch in fixed outrigger 3, and through elastic structure 4
Support, this supporting way is in the case where ensuring the supporting & stablizing of pipeline 1, so that pipeline 1 and its building for passing through or constructing
Object can be mutually indepedent, and the two can be settled or be displaced independently of each other, avoids pipeline 1 and its building passed through or structures phase
It mutually influences, improves the safety and later period structural reliability of pipe traverse project.
Embodiment two: the present embodiment and the main distinction of embodiment one are, in the present embodiment, it is new for intending crossing structure 2
Build building or new construction of structures structures.
During fixed outrigger 3 is installed, fixed outrigger 3 is placed in the predeterminated position of quasi- crossing structure 2 first；Construction is quasi-
Quasi- crossing structure 2 is then connect integral by crossing structure 2 with fixed outrigger 3.
In the present embodiment, the installation site of fixed outrigger 3 and fixed outrigger 3 can with the connection type of quasi- crossing structure 2
To be optimized in the design process of quasi- crossing structure 2, therefore compared with passing through existing quasi- crossing structure 2, fixed outrigger 3
Connection between New Buildings and new construction of structures can be consolidated more so that fixed outrigger 3 can more added with
Effect ground adversely affects caused by reducing intensity of the Pipeline Crossing Program construction quasi- crossing structure 2.
Although above embodiments elaborate the object of the invention conception and embodiment referring to attached drawing, ability
Domain those of ordinary skill will recognize, still can be to this in the case where no disengaging claim limits the precondition of range
Various modifications and variations are made in invention, therefore will not repeat them here.
Claims (7)
1. a kind of construction method of pipe traverse project, intends among the construction of crossing structure for Pipeline Crossing Program, it is characterised in that:
Fixed internal frame is installed in the quasi- outside for passing through position of the pipeline, is installed admittedly in corresponding quasi- pass through at position of quasi- crossing structure
Determine outrigger, elastic structure is arranged between the fixed internal frame and the fixed outrigger makes the fixed internal frame vacantly be placed in institute
It states in fixed outrigger, so that the pipeline quasi- pass through position and complete passing through for the quasi- crossing structure in vacant state described.
2. a kind of construction method of pipe traverse project according to claim 1, which is characterized in that the quasi- crossing structure
It is described to refer in the corresponding quasi- fixed outrigger of position installation that passes through of quasi- crossing structure for New Buildings or new construction of structures structures
, by be placed on the New Buildings or the new construction of structures outside the fixation it is quasi- pass through position and by its with it is described
New Buildings or the new construction of structures construction are overall structure.
3. a kind of construction method of pipe traverse project according to claim 1, feature are being, described to intend passing through knot
Structure is existing building or existing buildings, described to install what fixed outrigger referred in the corresponding quasi- position of passing through of quasi- crossing structure
It is to excavate described quasi- to pass through position, quasi- size and the institute for passing through position on the existing building or existing buildings
The outer profile for stating fixed outrigger matches adaptation, by the fixed outrigger be mounted on it is described it is quasi- pass through position and by its with it is described both
Having building or existing buildings construction is overall structure.
4. a kind of construction method of pipe traverse project according to claim 1, feature are being, the fixed internal frame
It is the frame-shaped structure being enclosed by least two sections fixed internal frame segments, the connection end hinge of each fixed internal frame segment
It connects, at least one free end for fixing internal frame segment is connect by bayonet lock with the free end of another fixed internal frame segment solid
It is fixed；The fixed internal frame segment is enclosed in the outside of the pipeline and supports.
5. a kind of construction method of pipe traverse project according to claim 1, feature are being, the elastic construction
Body is in the form of a column, and one end is used to connect the outer rim of the fixed internal frame, and the other end is connected with setting-up piece；The elasticity is installed
During structural body, the setting-up piece is fitted in the predeterminated position of the fixed outrigger inner surface, and will by bolt
The setting-up piece is mounted on the inner surface of the fixed outrigger.
6. a kind of construction method of pipe traverse project, feature are being according to claim 1 or 5, by adjusting
The length of the elastic structure makes the fixed internal frame be located at the center of the fixed outrigger.
7. a kind of construction method of pipe traverse project according to claim 1, it is characterised in that: the fixed outrigger
Length is equal to the quasi- length for passing through position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811462490.1A CN109555900A (en) | 2018-12-03 | 2018-12-03 | A kind of construction method of pipe traverse project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811462490.1A CN109555900A (en) | 2018-12-03 | 2018-12-03 | A kind of construction method of pipe traverse project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109555900A true CN109555900A (en) | 2019-04-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811462490.1A Pending CN109555900A (en) | 2018-12-03 | 2018-12-03 | A kind of construction method of pipe traverse project |
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| Country | Link |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2046240C1 (en) * | 1989-07-11 | 1995-10-20 | Александр Григорьевич Исаров | Support for vertical pipe line |
| JP2002356867A (en) * | 2001-06-01 | 2002-12-13 | Denki Kagaku Kogyo Kk | Pipe position adjusting ring for connecting structure and its connecting method |
| CN205639890U (en) * | 2016-05-04 | 2016-10-12 | 中建安装工程有限公司 | Exempt from formwork pipe sleeve locator |
| CN207194085U (en) * | 2017-08-19 | 2018-04-06 | 青建集团股份公司 | A kind of new draining guiding device |
| CN207454951U (en) * | 2017-11-28 | 2018-06-05 | 上海宝冶集团南京建筑有限公司 | A kind of water pipe wears malformation seam wall connecting component |
-
2018
- 2018-12-03 CN CN201811462490.1A patent/CN109555900A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2046240C1 (en) * | 1989-07-11 | 1995-10-20 | Александр Григорьевич Исаров | Support for vertical pipe line |
| JP2002356867A (en) * | 2001-06-01 | 2002-12-13 | Denki Kagaku Kogyo Kk | Pipe position adjusting ring for connecting structure and its connecting method |
| CN205639890U (en) * | 2016-05-04 | 2016-10-12 | 中建安装工程有限公司 | Exempt from formwork pipe sleeve locator |
| CN207194085U (en) * | 2017-08-19 | 2018-04-06 | 青建集团股份公司 | A kind of new draining guiding device |
| CN207454951U (en) * | 2017-11-28 | 2018-06-05 | 上海宝冶集团南京建筑有限公司 | A kind of water pipe wears malformation seam wall connecting component |
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Application publication date: 20190402 |