CN105781231A - Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure - Google Patents
Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure Download PDFInfo
- Publication number
- CN105781231A CN105781231A CN201610236566.3A CN201610236566A CN105781231A CN 105781231 A CN105781231 A CN 105781231A CN 201610236566 A CN201610236566 A CN 201610236566A CN 105781231 A CN105781231 A CN 105781231A
- Authority
- CN
- China
- Prior art keywords
- enclosure wall
- support
- pipelines
- power plant
- post
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1404—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using building blocks, e.g. from concrete or stone
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/24—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with a special member for attachment to profiled girders
Abstract
The invention provides a combining structure for a power plant pipeline support and an enclosing wall and a construction method of the combining structure. The combining structure is characterized in that a wall pier on the enclosing wall is utilized to be combined with the pipeline support to form a sharing column, and a sharing column foundation and a brick enclosing wall foundation are combined to form an integral foundation structure to meet loading requirements of the integral structure. Square amount of foundations and an upper-portion structure is reduced, investment is saved, technology is economical and reasonable, a system is simple, and arrangement requirements of complex places are met. The defects of difficulty in structural arrangement and poor visual effect in the prior art are overcome.
Description
Technical field
The invention belongs to power plant's capital construction technical field, particularly relate to co-ordinative construction and the construction method thereof of power plant's support of pipelines and enclosure wall.
Background technology
Thermal power plant unit power plant support of pipelines needs to extend to user side from power plant, and support is continuous several kilometers and arrives dozens of kilometres.But various MODEL OVER COMPLEX TOPOGRAPHY is very unfavorable to rack arrangement, problem is very thorny sometimes.Fig. 1 is to shown in 3, and in one section of several kilometers of long and narrow space that and support parallel with power plant enclosure wall must flow through, enclosure wall both sides are provided with road, outside road next-door neighbour's wall lower retaining wall, for country road, it is impossible to arrange support, and inner side Road tooth distance enclosure wall 1.8m.By traditional design, support is arranged with enclosure wall and separates, basis disengages, and for ensureing the safe distance 1m of support and road tooth, eccentric foundation need to be made in basis, so excavation of foundation pit must destroy road surface, excavation and reparation do over again quantities relatively greatly, and engineering cost is higher, beyond the rational investment of support, and whole inboard wall support is more, aesthetic property is poor.Therefore ingenious reasonable Arrangement support and fence structure become the difficult point of power plant's support of pipelines and enclosure wall design.
Summary of the invention
It is an object of the invention to provide the co-ordinative construction of a kind of power plant support of pipelines and enclosure wall and construction method thereof, to overcome structure difficult arrangement, the not good shortcoming of visual effect existed in prior art, meet complex area and arrange the co-ordinative construction of support of pipelines and enclosure wall.
For reaching above-mentioned purpose, the present invention adopts the following technical scheme that
A kind of co-ordinative construction of power plant support of pipelines and enclosure wall, including enclosure wall and basis thereof, and the support of pipelines of power plant, the post of described support of pipelines merges formation and shares post with the pier of enclosure wall, and the basis of this shared post forms mass-type foundation with the based Joint of enclosure wall simultaneously.
Further, in the basis of described enclosure wall, it is reserved with the joint bar of shared post, stays, in the post side of this shared post, the wall tie bar setting enclosure wall.
Further, described shared post is reinforced column, and it is highly slightly higher than and encloses coping.
Further, described basis is to be merged the reinforced concrete strip foundation formed or retaining wall foundation with closure foundation structure by shared column foundation structure.
Further, described mass-type foundation top is horizontal plane, and its horizontal plane width is more than enclosure wall thickness of wall body.
Further, described mass-type foundation is buried the soil degree of depth and is at least-1.8m, to meet support and enclosure wall load requirement.
A kind of construction method of the co-ordinative construction of power plant support of pipelines and enclosure wall, first excavation of foundation pit is levelling, needing at mass-type foundation top, support of pipelines place is set and reserves the joint bar of shared post, meet after requirement until mass-type foundation concrete strength, construction shares post support of pipelines of constructing in shared column top, stays, in the post side of shared post, the wall tie bar setting enclosure wall simultaneously, then builds enclosure wall and brick wall buttress thereof by laying bricks or stones, carrying out enclosure wall to whitewash, final erection pipeline forms overall structure.
Further, described shared post and enclosure wall are longitudinally disposed on straight line.
Further, the soil degree of depth of burying of described mass-type foundation is at least-1.8m.
Further, described shared post column top is slightly higher than enclosure wall top, makes capital support of pipelines higher than enclosure wall.
Compared with prior art, the method have the advantages that
The present invention passes through field practice, provide co-ordinative construction and the construction method thereof of a kind of power plant support of pipelines and enclosure wall, the post of support of pipelines is merged formation with brick wall buttress and shares post, shared column foundation structure is formed mass-type foundation structure with brick wall fence plinth structural union simultaneously, to overcome structure difficult arrangement, the not good shortcoming of visual effect existed in prior art, decrease basis and superstructure side's amount simultaneously, realize investment reduction, Technological Economy is reasonable, system is simple, meets complex area and arranges the co-ordinative construction of support of pipelines and enclosure wall.
Further, mass-type foundation structure buried depth deepened and mass-type foundation structure is made strip footing or barricade, meeting pipeline to integrally-built load requirement.
Further, shared post post height is exceeded enclosure wall top so that capital support of pipelines is higher than enclosure wall top, facilitates pipe tunnel support intervisibility and pipeline is walked.
Accompanying drawing explanation
Fig. 1 is existing conventional outdoor support and enclosure wall site plan；
Fig. 2 is existing conventional outdoor bracket basis and enclosure wall foundation layout plan；
Fig. 3 is existing conventional outdoor support and fence structure elevational schematic view；
Fig. 4 is the combined bracket site plan of support of the present invention and enclosure wall；
Fig. 5 is the commbined foundations site plan of support of the present invention and enclosure wall；
Fig. 6 is the co-ordinative construction elevational schematic view of support of the present invention and enclosure wall；
Fig. 7 is the co-ordinative construction left view schematic diagram of support of the present invention and enclosure wall；
Wherein: 1 support of pipelines；2 share post；3 enclosure walls；4 mass-type foundation structures；5 factory roads；6 factory-out roads；7 brick wall buttress.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail:
Referring to Fig. 4 Fig. 7, there are inner side road 5 and outside road 6 in brick wall fence 3 both sides in the layout area of the support of pipelines 1 of the present invention, cause arranging that the region of support of pipelines 1 is very narrow and small, and generally, it is evenly equipped with brick wall buttress 7 every 2.5～3m along brick wall fence 3 longitudinal wall direction, the present invention utilizes the pier on enclosure wall, at needs, support of pipelines 1 place is set, support of pipelines 1 cylinder is merged with brick wall buttress 7 and builds the shared post 2 of formation, shared post 2 base structure is combined with brick wall fence 3 base structure simultaneously and build formation mass-type foundation structure 4, mass-type foundation structure can be reinforced concrete strip foundation or retaining wall foundation, and described mass-type foundation structure 4 top is horizontal plane, cross dimensions is not less than enclosure wall 3 thickness of wall body.Overcoming the structure difficult arrangement, the not good shortcoming of visual effect that exist in prior art, reduce basis and superstructure side's amount, it is achieved investment reduction, Technological Economy is reasonable, and system is simple, meets complex area and arranges the co-ordinative construction of support of pipelines and enclosure wall.
During Specific construction of the present invention first that excavation of foundation pit is levelling, when building mass-type foundation structure 4, needing at mass-type foundation structure 4 top, support of pipelines place is set and is installed with the joint bar of shared post 2, shared post 2 is longitudinally disposed on straight line with enclosure wall 3, meet after requirement until mass-type foundation structure 4 concrete strength, post 2 is shared along the direction concreting of enclosure wall 3 longitudinal wall being installed with joint bar place, when building shared post 2, it is installed with wall tie bar in the post side of shared post 2, after shared post 2 has been built, at shared post 2 capital place pipe laying support 1, then brick wall fence 3 and brick wall buttress 7 thereof are built by laying bricks or stones, finally carry out enclosure wall to whitewash, complete the overall structure of support of pipelines and enclosure wall.Wherein consider support and enclosure wall 3 different loading, in order to meet load requirement, mass-type foundation structure 4 buried depth is suitably deepened, buried depth is at least below ground-1.8m, share post 2 column top simultaneously and be slightly higher than enclosure wall top, make capital support of pipelines arrange higher than enclosure wall, facilitate pipe tunnel support intervisibility and pipeline to walk.The present invention arranges support of pipelines and enclosure wall in complicated narrow and small area simultaneously, reduces investment outlay, and construction is simple, and enclosure wall aesthetic property is better.
In sum, the invention provides a kind of new approaches, the i.e. co-ordinative construction of power plant's support of pipelines and enclosure wall, to overcome structure difficult arrangement, the not good shortcoming of visual effect existed in prior art, adopt the combined bracket of support of pipelines and enclosure wall, the commbined foundations that support column footings is basic with enclosure wall, reach to decrease basis and superstructure side's amount, realize investment reduction, Technological Economy is reasonable, system is simple, the good purpose of aesthetic property, meets complex area and arranges the co-ordinative construction of support of pipelines and enclosure wall.
Claims (10)
1. the co-ordinative construction of power plant's support of pipelines and enclosure wall, it is characterized in that: include enclosure wall (3) and basis (4) thereof, and the support of pipelines of power plant (1), the post of described support of pipelines merges formation and shares post (2) with the pier of enclosure wall, and the basis of this shared post (2) forms mass-type foundation (4) with the based Joint of enclosure wall simultaneously.
2. the co-ordinative construction of a kind of power plant according to claim 1 support of pipelines and enclosure wall, it is characterized in that: in the basis of described enclosure wall (3), be reserved with the joint bar of shared post (2), stay, in the post side of this shared post (2), the wall tie bar setting enclosure wall (3).
3. the co-ordinative construction of a kind of power plant according to claim 1 support of pipelines and enclosure wall, it is characterised in that: described shared post (2) is reinforced column, and it is highly slightly higher than and encloses coping.
4. the co-ordinative construction of a kind of power plant according to claim 1 support of pipelines and enclosure wall, it is characterised in that: described mass-type foundation (4) is reinforced concrete strip foundation or retaining wall foundation.
5. the co-ordinative construction of a kind of power plant support of pipelines according to claim 1 or 4 and enclosure wall, it is characterised in that: described mass-type foundation (4) top is horizontal plane, and its horizontal plane width is more than enclosure wall (3) thickness of wall body.
6. the co-ordinative construction of a kind of power plant as claimed in any of claims 1 to 5 support of pipelines and enclosure wall, it is characterised in that: described mass-type foundation (4) is buried the soil degree of depth and is at least-1.8m.
7. the construction method of the co-ordinative construction of power plant's support of pipelines and enclosure wall, it is characterized in that: first that excavation of foundation pit is levelling, need at mass-type foundation (4) top to arrange the reserved joint bar sharing post (2) in support of pipelines (1) place, meet after requirement until mass-type foundation (4) concrete strength, construction shares post (2) support of pipelines (1) of constructing in shared column top, stay, in the post side of shared post (2), the wall tie bar setting enclosure wall (3) simultaneously, then enclosure wall (3) and brick wall buttress (7) thereof are built by laying bricks or stones, carry out enclosure wall to whitewash, final erection pipeline forms overall structure.
8. the construction method of the co-ordinative construction of a kind of power plant according to claim 7 support of pipelines and enclosure wall, it is characterised in that: described shared post (2) and enclosure wall (3) are longitudinally disposed on straight line.
9. the construction method of the co-ordinative construction of a kind of power plant according to claim 7 support of pipelines and enclosure wall, it is characterised in that: the soil degree of depth of burying of described mass-type foundation (4) is at least-1.8m.
10. the construction method of the co-ordinative construction of a kind of power plant according to claim 7 support of pipelines and enclosure wall, it is characterised in that: described shared post (2) column top is slightly higher than enclosure wall top, makes capital support of pipelines higher than enclosure wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610236566.3A CN105781231A (en) | 2016-04-15 | 2016-04-15 | Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610236566.3A CN105781231A (en) | 2016-04-15 | 2016-04-15 | Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105781231A true CN105781231A (en) | 2016-07-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610236566.3A Pending CN105781231A (en) | 2016-04-15 | 2016-04-15 | Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105781231A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2902759A1 (en) * | 1979-01-25 | 1980-08-07 | Eurolicht Lichtarchitektur Gmb | Pipe, cable or circular bus=bar fixing bracket - has baseplate with tapered arms for tubular section carrying pipe locating rings |
| CN2844607Y (en) * | 2005-06-20 | 2006-12-06 | 孙启玉 | Outdoor steam pipeline support |
| CN201209710Y (en) * | 2008-05-29 | 2009-03-18 | 贵阳铝镁设计研究院 | Synthesis tube holder arrangement structure |
| CN201443227U (en) * | 2008-11-28 | 2010-04-28 | 孙善骏 | Integrative heating technical fence |
| CN103015444A (en) * | 2012-12-28 | 2013-04-03 | 浙江省电力设计院 | Combined foundation of framework compressed column and enclosure in transformer substation |
| CN202970116U (en) * | 2012-12-24 | 2013-06-05 | 新疆美特智能安全工程股份有限公司 | Vibration sensing optical fiber erecting device |
| FR2983558A1 (en) * | 2011-12-02 | 2013-06-07 | Airbus Operations Sas | Supporting part for connecting e.g. non-heavy element to wall surface of structure of aircraft, has base plate comprising centering portion to be placed in hole to center spacer and self-locking clip, which encloses plate and spacer |
-
2016
- 2016-04-15 CN CN201610236566.3A patent/CN105781231A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2902759A1 (en) * | 1979-01-25 | 1980-08-07 | Eurolicht Lichtarchitektur Gmb | Pipe, cable or circular bus=bar fixing bracket - has baseplate with tapered arms for tubular section carrying pipe locating rings |
| CN2844607Y (en) * | 2005-06-20 | 2006-12-06 | 孙启玉 | Outdoor steam pipeline support |
| CN201209710Y (en) * | 2008-05-29 | 2009-03-18 | 贵阳铝镁设计研究院 | Synthesis tube holder arrangement structure |
| CN201443227U (en) * | 2008-11-28 | 2010-04-28 | 孙善骏 | Integrative heating technical fence |
| FR2983558A1 (en) * | 2011-12-02 | 2013-06-07 | Airbus Operations Sas | Supporting part for connecting e.g. non-heavy element to wall surface of structure of aircraft, has base plate comprising centering portion to be placed in hole to center spacer and self-locking clip, which encloses plate and spacer |
| CN202970116U (en) * | 2012-12-24 | 2013-06-05 | 新疆美特智能安全工程股份有限公司 | Vibration sensing optical fiber erecting device |
| CN103015444A (en) * | 2012-12-28 | 2013-04-03 | 浙江省电力设计院 | Combined foundation of framework compressed column and enclosure in transformer substation |
Non-Patent Citations (2)
| Title |
|---|
| 云南电网有限责任公司组: "《电网标准建设工艺及风险控制手册》", 31 December 2015 * |
| 李文毅: "《换流站典型施工工艺标准化手册 土建篇》", 31 December 2009 * |
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Application publication date: 20160720 |
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| WD01 | Invention patent application deemed withdrawn after publication |