CN108505538A - A kind of city integrated piping lane temporary plugging method - Google Patents
A kind of city integrated piping lane temporary plugging method Download PDFInfo
- Publication number
- CN108505538A CN108505538A CN201810342693.0A CN201810342693A CN108505538A CN 108505538 A CN108505538 A CN 108505538A CN 201810342693 A CN201810342693 A CN 201810342693A CN 108505538 A CN108505538 A CN 108505538A
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- Prior art keywords
- piping lane
- prefabricated board
- temporary plugging
- wall
- plugging method
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- 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
- E02D29/16—Arrangement or construction of joints in foundation structures
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
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- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Sewage (AREA)
Abstract
The present invention provides a kind of city integrated piping lane temporary plugging method, includes the following steps：Step 1 after the completion of waiting for piping lane construction of bottom plates, binds piping lane wall steel bar；The concrete prefabricated board made is lifted to piping lane and waits for that block-up position carries out assembly by step 2；Step 3, binding piping lane roof steel bar, pour piping lane wall and concrete roof, and in piping lane end, 200 300mm range interior walls sides are arranged variable cross-section and reserve the groove being adapted with prefabricated board end size at variable cross-section inwardly；Step 4, after piping lane walls concrete conserves, while form removal and scaffold, prefabricated board is fixed with split bolt and tripod support construction；Step 5 carries out water-proofing treatment at each seam and assembled seam；The temporary plugging method of the present invention will not cause agent structure to be destroyed, and cost is relatively low；Splicing structure is simple, and composition is convenient, good waterproof performance, is removed convenient for the later stage.
Description
Technical field
The present invention relates to underground pipe gallery segmentation or when stage construction, piping lane blocking technology field, and in particular to a kind of
Piping lane carries out the construction method of temporary plugging by close end.
Background technology
In recent years, Urban Underground pipe gallery has become the one of the important signs that of civilian infrastructure modernization construction, city
City's underground pipe gallery be it is a kind of modernization, scientific, intensive urban infrastructure, by electric power, natural gas, communication, give
The two or more pipe installation such as water, refrigeration to the following the same space of road, advantageously account for road surface excavate repeatedly, pipeline maintainance
The problems such as difficult and aerial hanging wire is intensive, realizes the centralized management and maintenance to urban pipeline, therefore, city integrated piping lane construction
There are realistic meanings for the further investigation popularization of technology and method.
Since the period of city integrated piping lane construction is long, range is wide, of high cost, the more phases construction of piping lane point under normal conditions.
Therefore built piping lane sets to protect inside built piping lane with construction piping lane time interval few then several months, at most several years at a specified future date
It is standby, and ensure that normal operation is unaffected, temporary plugging is carried out to built piping lane both ends.It first has to consider to block when closure
The relationship of wall and agent structure cannot destroy agent structure, remove conveniently, it is ensured that plugging structure safety, while to take into account envelope
The practicability and cost of blocking method.It is therefore desirable to design a kind of city integrated piping lane temporary plugging method, piping lane is solved by stages
The temporary plugging problem at both ends when construction.
Invention content
In view of the problems of the existing technology, the present invention is the technical solution for solving problems of the prior art and using
It is as follows：
A kind of city integrated piping lane temporary plugging method, which is characterized in that include the following steps：
Step 1 after the completion of waiting for piping lane construction of bottom plates, binds piping lane wall steel bar；
The concrete prefabricated board made is lifted to piping lane and waits for that block-up position carries out assembly by step 2, in prefabricated board and pipe
Separation layer is arranged in the position of corridor wall and piping lane top plate contact, and then branch piping lane wall is fixed pre- with roof plate template and with scaffold
Making sheet；
Step 3, binding piping lane roof steel bar, pour piping lane wall and concrete roof, in piping lane end 200- inwardly
300mm range interior walls side is arranged variable cross-section and reserves the groove being adapted with prefabricated board end size at variable cross-section；
Step 4, after piping lane walls concrete conserves, while form removal and scaffold, with split bolt and three
Tripod support construction fixes prefabricated board；
Step 5 carries out water-proofing treatment at each seam and assembled seam；
Separation layer is geotextiles or flexible material in the step 2, and prefabricated board and follow-up casting concrete are separated, kept away
Exempt from prefabricated board and pours the dismounting for facilitating follow-up prefabricated board together with cast-in-place concrete.
4 one end of the prefabricated board offers L-type notch, is matched by two L-type notch between two pieces of prefabricated boards mutually spliced
It is merged dress, obtains Z-type assembly seam, the prefabricated board other end stretches into fixed in piping lane wall variable cross-section groove.
Variable cross-section is provided projectingly along piping lane wall side wall into piping lane nacelle in the step 3, convenient on piping lane wall
The strength and stability of wall is not influenced while reserved groove.
Water-proofing treatment mode in the step 5 is the seam of assembled seam and prefabricated board and wall between prefabricated board
Place's setting water-swelling rubber water bar 7.
Piping lane end temporary plugging by the way of subdivision closure, forms nacelle small central bay in both sides in three nacelles
Body is big, is fixed by split bolt between contiguous prefabricated plate in the nacelle of both sides, passes through three between contiguous prefabricated plate in central bay body
Corner bracket support construction is connected and fixed.
The quantity of split bolt 10 is determined according to the small nacelle height dimension in both sides in piping lane.
Backwater surface side between contiguous prefabricated plate is arranged in piping lane central bay body in the tripod support construction, for fixing
Contiguous prefabricated plate, the tripod support construction include the tripod being positioned on piping lane bottom plate, tripod bottom and piping lane bottom
Plate is fixed by fixed pedestal, and tripod side is equipped with several small triangle fixed plates close to prefabricated board side, and fixed plate is fitted in phase
Adjacent prefabricated board seam crossing, trepanning is reserved in fixed plate, and 12 liang of end bodies of rod of the U-shaped card passed through from the prefabricated board other side pass through small by three
It is fixed on tripod by nut 11 after the fixed plate trepanning of angle.
The tripod main body is assembled by the splicing of several cross bars 15, montant 13 and brace 15.
When built piping lane, which need to be done, to be extended, each locking nut is loosened, remove prefabricated board and hangs scene, it is recessed to repair wall
Slot.
The invention has the advantages that：
1, temporary plugging will not cause agent structure to be destroyed, and cost is relatively low；
2, the Z-type seam of end set facilitates assembly, the prefabricated board both ends after assembly to be caught in variable cross-section wall when prefabricated board makes
Body groove blocks the dismounting work that mode is simple, is convenient for inside later stage piping lane；
3, water-swelling rubber water bar is set in prefabricated board and with corridor body seam crossing, can ensures that both ends will not leak
Water；
4, temporary plugging is carried out to built piping lane both ends early period, does not influence the normal operation of piping lane, and effective protection
Piping lane inner facility；
5, when future needing to extend, need to only come loose built piping lane nut, remove prefabricated board, and method is simple, implement
Property is strong.
Description of the drawings
Fig. 1 is piping lane cross-sectional configuration schematic diagram；
Fig. 2 is I-I cross-sectional view in Fig. 1；
Fig. 3 is that fragmentary detail view at node A is blocked in Fig. 2；
Fig. 4 is that tripod supports B partial side detail drawings in Fig. 2；
Fig. 5 is II-II cross-sectional view in Fig. 1；
Fig. 6 is III-III cross-sectional view in Fig. 1；
Fig. 7 is prefabricated board Z-type edge joint position structural schematic diagram；
Wherein：1- piping lane walls；2- piping lane top plates；3- piping lane bottom plates；4- prefabricated boards；5- variable cross-sections；6-Z types stitch；7- is met
Water-expansible rubber sealing rod；8- separation layers；9- wall grooves；10- split bolts；11- nuts；12-U type cards；13- montants；14-
Cross bar；15- braces；16- fixed pedestals.
Specific implementation mode
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described, such as Fig. 1-
Shown in 7, a kind of city integrated piping lane temporary plugging method includes the following steps：
Step 1 after the completion of waiting for piping lane construction of bottom plates, binds piping lane wall steel bar；
The concrete prefabricated board made is lifted to piping lane and waits for that block-up position carries out assembly by step 2, in prefabricated board and pipe
Separation layer is arranged in the position of corridor wall and piping lane top plate contact, and then branch piping lane wall is fixed pre- with roof plate template and with scaffold
Making sheet；
Step 3, binding piping lane roof steel bar, pour piping lane wall and concrete roof, in piping lane end 200- inwardly
300mm range interior walls side is arranged variable cross-section and reserves the groove being adapted with prefabricated board end size at variable cross-section；
Step 4, after piping lane walls concrete conserves, while form removal and scaffold, with split bolt and three
Tripod support construction fixes prefabricated board；
Step 5 carries out water-proofing treatment at each seam and assembled seam；
Separation layer is geotextiles or flexible material in step 2, and prefabricated board and follow-up casting concrete are separated, avoided pre-
Making sheet pours the dismounting for facilitating follow-up prefabricated board together with cast-in-place concrete.
4 one end of prefabricated board offers L-type notch, is spelled by two L-type notches fits between two pieces of prefabricated boards mutually spliced
Dress, obtains Z-type assembly seam, and the prefabricated board other end stretches into fixed in piping lane wall variable cross-section groove.
As shown in figure 3, variable cross-section is provided projectingly along piping lane wall side wall into piping lane nacelle in step 3, convenient in piping lane
The strength and stability of wall is not influenced while reserving groove on wall.
Water-proofing treatment mode in step 5 is that seam crossing is set between assembled seam and prefabricated board and wall between prefabricated board
Set water-swelling rubber water bar 7.
As depicted in figs. 1 and 2, piping lane end temporary plugging by the way of subdivision closure, forms both sides in three nacelles
The small middle part nacelle of nacelle is big, is fixed by split bolt between contiguous prefabricated plate in the nacelle of both sides, contiguous prefabricated in central bay body
It is connected and fixed by triangular bracket supporting structure between plate.
As shown in figure 5, the quantity of split bolt 10 is determined according to the small nacelle height dimension in both sides in piping lane.
As shown in Fig. 2, Fig. 4 and Fig. 6, the setting of tripod support construction is carried on the back in piping lane central bay body between contiguous prefabricated plate
Water surface side, for fixing adjacent prefabricated board, the tripod support construction includes the tripod being positioned on piping lane bottom plate, three feet
Frame bottom is fixed with piping lane bottom plate by fixed pedestal, and tripod side is equipped with several small triangle fixed plates close to prefabricated board side,
Fixed plate is fitted in contiguous prefabricated plate seam crossing, and trepanning, 12 liang of ends of the U-shaped card passed through from the prefabricated board other side are reserved in fixed plate
Side pole body is fixed on by nut 11 on tripod after passing through small triangle fixed plate trepanning.
Tripod main body is assembled by the splicing of several cross bars 15, montant 13 and brace 15.
When built piping lane, which need to be done, to be extended, each locking nut is loosened, remove prefabricated board and hangs scene, it is recessed to repair wall
Slot.
Protection scope of the present invention is not limited to the above embodiments, it is clear that those skilled in the art can be to this hair
It is bright to carry out various changes and deformation without departing from scope and spirit of the present invention.If these changes and deformation belong to power of the present invention
In the range of profit requirement and its equivalent technologies, then including the intent of the present invention also includes these changes and deforms.
Claims (10)
1. a kind of city integrated piping lane temporary plugging method, which is characterized in that include the following steps：
Step 1 after the completion of waiting for piping lane construction of bottom plates, binds piping lane wall steel bar；
The concrete prefabricated board made is lifted to piping lane and waits for that block-up position carries out assembly by step 2, in prefabricated board and piping lane wall
Separation layer is arranged in the position of body and piping lane top plate contact, and then branch piping lane wall is fixed prefabricated with roof plate template and with scaffold
Plate；
Step 3, binding piping lane roof steel bar, pour piping lane wall and concrete roof, in piping lane end 200-300mm inwardly
Range interior wall side is arranged variable cross-section and reserves the groove being adapted with prefabricated board end size at variable cross-section；
Step 4, after piping lane walls concrete conserves, while form removal and scaffold, with split bolt and tripod
Support construction fixes prefabricated board；
Step 5 carries out water-proofing treatment at each seam and assembled seam.
2. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：Step 2 interval
Absciss layer is geotextiles or flexible material.
3. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：Described prefabricated board one end
Offer L-type notch, it is assembled by two L-type notches fits between two pieces of prefabricated boards mutually spliced, Z-type assembly seam is obtained, in advance
The making sheet other end stretches into fixed in piping lane wall variable cross-section groove.
4. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：Become in the step 3
Section is provided projectingly along piping lane wall side wall into piping lane nacelle.
5. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：In the step 5
Water-proofing treatment mode is that seam crossing setting hydro-expansive rubber stops between assembled seam and prefabricated board and wall between prefabricated board
Water bar.
6. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：It adopts the piping lane end
The mode temporary plugging blocked with subdivision, both sides nacelle is small in three nacelles of formation, middle part nacelle is big, adjacent in the nacelle of both sides
It is fixed by split bolt between prefabricated board, is connected admittedly by triangular bracket supporting structure between contiguous prefabricated plate in central bay body
It is fixed.
7. a kind of city integrated piping lane temporary plugging method as claimed in claim 6, it is characterised in that：The quantity of split bolt
It is determined according to the small nacelle height dimension in both sides in piping lane.
8. a kind of city integrated piping lane temporary plugging method as claimed in claim 6, it is characterised in that：The tripod support
Structure setting backwater surface side between contiguous prefabricated plate in piping lane central bay body, for fixing adjacent prefabricated board, the tripod
Support construction includes the tripod being positioned on piping lane bottom plate, and tripod bottom is fixed with piping lane bottom plate by fixed pedestal, and three
Tripod side is equipped with several small triangle fixed plates close to prefabricated board side, and fixed plate is fitted in contiguous prefabricated plate seam crossing, fixed plate
Upper reserved trepanning, passes through nut after passing through small triangle fixed plate trepanning from the two end body of rod of U-shaped card that the prefabricated board other side passes through
11 are fixed on tripod.
9. a kind of city integrated piping lane temporary plugging method as claimed in claim 8, it is characterised in that：The tripod main body
Assembled by the splicing of several cross bars, montant and brace.
10. a kind of city integrated piping lane temporary plugging method as described in claim 1, it is characterised in that：When built piping lane needs
It does when extending, each locking nut is loosened, remove prefabricated board and simultaneously hang scene, repair wall groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810342693.0A CN108505538B (en) | 2018-04-17 | 2018-04-17 | Temporary plugging method for urban comprehensive pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810342693.0A CN108505538B (en) | 2018-04-17 | 2018-04-17 | Temporary plugging method for urban comprehensive pipe gallery |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108505538A true CN108505538A (en) | 2018-09-07 |
| CN108505538B CN108505538B (en) | 2020-10-23 |
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ID=63382149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810342693.0A Active CN108505538B (en) | 2018-04-17 | 2018-04-17 | Temporary plugging method for urban comprehensive pipe gallery |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235653A (en) * | 2021-06-01 | 2021-08-10 | 郑州市市政工程勘测设计研究院 | Temporary waterproof plugging wall structure at pipe gallery expansion joint and manufacturing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201012A (en) * | 2015-10-27 | 2015-12-30 | 国网福建省电力有限公司 | Casting cable trench after assembly of L-shaped precast concrete and construction method of casting cable trench |
| CN205653820U (en) * | 2016-05-13 | 2016-10-19 | 歌山建设集团有限公司 | Basement post -cast strip advances plugging device |
| CN106760069A (en) * | 2017-01-12 | 2017-05-31 | 江苏工程职业技术学院 | A kind of prefabricated board wall fixed installation technique and construction |
| CN107059926A (en) * | 2017-06-02 | 2017-08-18 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pipe gallery temporary plugging wall construction method |
| CN107653900A (en) * | 2017-08-25 | 2018-02-02 | 中建科技有限公司深圳分公司 | A kind of preparation method of Prefabricated pipe gallery |
-
2018
- 2018-04-17 CN CN201810342693.0A patent/CN108505538B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201012A (en) * | 2015-10-27 | 2015-12-30 | 国网福建省电力有限公司 | Casting cable trench after assembly of L-shaped precast concrete and construction method of casting cable trench |
| CN205653820U (en) * | 2016-05-13 | 2016-10-19 | 歌山建设集团有限公司 | Basement post -cast strip advances plugging device |
| CN106760069A (en) * | 2017-01-12 | 2017-05-31 | 江苏工程职业技术学院 | A kind of prefabricated board wall fixed installation technique and construction |
| CN107059926A (en) * | 2017-06-02 | 2017-08-18 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pipe gallery temporary plugging wall construction method |
| CN107653900A (en) * | 2017-08-25 | 2018-02-02 | 中建科技有限公司深圳分公司 | A kind of preparation method of Prefabricated pipe gallery |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235653A (en) * | 2021-06-01 | 2021-08-10 | 郑州市市政工程勘测设计研究院 | Temporary waterproof plugging wall structure at pipe gallery expansion joint and manufacturing method |
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| Publication number | Publication date |
|---|---|
| CN108505538B (en) | 2020-10-23 |
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