CN108385549A - A kind of bridge pavement method for repairing and constructing - Google Patents
A kind of bridge pavement method for repairing and constructing Download PDFInfo
- Publication number
- CN108385549A CN108385549A CN201810248786.7A CN201810248786A CN108385549A CN 108385549 A CN108385549 A CN 108385549A CN 201810248786 A CN201810248786 A CN 201810248786A CN 108385549 A CN108385549 A CN 108385549A
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- injected hole
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- 238000000034 method Methods 0.000 title claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- 229920000642 polymer Polymers 0.000 claims abstract description 32
- 238000007569 slipcasting Methods 0.000 claims abstract description 28
- 230000007704 transition Effects 0.000 claims abstract description 7
- 238000001514 detection method Methods 0.000 claims abstract description 5
- 238000009825 accumulation Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 8
- 239000002002 slurry Substances 0.000 claims description 4
- 238000007711 solidification Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 2
- 238000005345 coagulation Methods 0.000 claims 2
- 238000005516 engineering process Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 5
- 238000012423 maintenance Methods 0.000 description 8
- 230000008595 infiltration Effects 0.000 description 5
- 238000001764 infiltration Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 230000008439 repair process Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 210000001367 artery Anatomy 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000003595 mist Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Repair (AREA)
Abstract
A kind of bridge pavement repairing construction technology, includes the following steps：（1）Detections of radar is carried out to transition slab at bridge head section, determines region of coming to nothing；（2）Coming to nothing, injected hole is arranged in regional location；（3）After excavating roadbed side slope, it is drilled with osculum；（4）To come to nothing region internal water accumulation discharge；（5）Spillage position of seriously coming to nothing under attachment strap both sides, osculum and abutment is blocked with concrete；（6）Implement the first slip casting of high polymer；（7）By the injected hole to the region water filling of coming to nothing；（8）The water of the water filling is detected by flow sensing equipment；（9）When the injected hole has water body to emerge road surface, total Water at this time is recorded；（10）Implement the second slip casting of high polymer；（11）Filling restores roadbed side slope；（12）Injected hole is repaired, road surface is restored.
Description
Technical field
The present invention relates to a kind of highway bridge maintenance and repair technologies, more particularly, to a kind of bridge pavement repairing construction skill
Art.
Background technology
With flourishing for China's economy and being constantly progressive for society, highway bridge is increasing to the effect of people,
All pay much attention to highway bridge construction in all parts of the country.Highway bridge not only becomes the main artery for linking up north and south economy, more can be one
Determine to promote the development of economy in degree.
Currently, China's highway is in fast-developing period, the increase with highway mileage and usage time
Extend, road maintenance engineering amount is also increasing.Maintenance project is generally divided into specific aim maintenance and preventive maintenance, and specific aim is supported
Shield refers to being taken appropriate measures according to Damage Types when road surface is destroyed, and improves the performance on road surface.It is preventative to support
Shield refers to implementing the technologies such as micro-surface area, ultra-thin wearing layer, mist envelope, the cementation of fissures when bituminous pavement property is still in shape and arranging
It applies road pavement and implements protectiveness maintenance, improve the function status on road surface under the premise of not increasing structural-load-carrying capacity, to prevent
The development of small disease delays serious destruction.
For highway since design speed per hour is high, the sedimentation and deformation and stability requirement to highway are high.Bridgehead by Blastig is uneven
The phenomenon that sedimentation, will produce prodigious influence to the life security of passing vehicle and pedestrian, and only take appropriate measures progress
Control, just can guarantee the quality on road surface.
Bridgehead by Blastig differential settlement causes transition slab at bridge head to come to nothing and then forms bumping at bridge-head, and bumping at bridge-head is universal and multiple
Miscellaneous problem, it is all that it is related to Embankment Subsidence, back filling behind abutment, abutment type, seam, transition slab at bridge head, road surface and construction method etc.
It is multifactor.The immediate cause that transition slab at bridge head comes to nothing is the settlement difference of abutment and roadbed.Abutment is rigid structures, its underpart one
As have a pile foundation, thus the deformation and sedimentation of abutment are very small, and roadbed and ground are flexible, have under load action compared with
Big plastic deformation, so the settling ratio abutment of Bridgehead by Blastig is big, the relative settlement both to cause.Once longitudinal poor
Different sedimentation is big, will cause road surface transverse crack, and running car is caused to slow down, jolt, shake, jump the problems such as vehicle, influences driving and relaxes
Adaptive, safety reduce running speed, increase the operation cost of vehicle and highway itself.
High polymer grouting technology has achieved in the rapid-maintenance of the infrastructure such as road, airfield runway and bumping at bridge-head
Prodigious success.Since high polymer has following features：（1）Density is small, ungauged regions, and the additional stress generated after repair is small；（2）
Speed of application is fast, and without maintenance, the influence to traffic is smaller；（3) material volume expands rapidly when reacting, can be having generated
Settlement difference narrow down to most preferably；（4）Slip casting aperture is small, is influenced on former hazard to bridge's pier globality small；（5）Infiltration coefficient is small, material
Expect that water resistance is good, and durability is good, pollution-free.So compared with traditional cement injection technology, with very big
Advantage has higher promotional value at home in the processing of bumping at bridge-head.After Bridgehead by Blastig uses high polymer grouting, board bottom is de-
Empty position is efficiently filled, and can effectively solve the problem that attachment strap absolute altitude, reaches equal with abutment, to realize adding for the soil body
Gu effect, while the position come to nothing in road surface structare layer, crack are filled, moisture is closed, the bearing capacity of pavement structure is promoted.
Since high polymer volume expansion during the reaction prevents high polymer in the prior art in order to control slip casting process
It is lifted road surface, the height change for monitoring road surface by laser level is usually needed during slip casting, when there is ground fine motion
Or grouting port slurry stops slip casting when emerging；But monitoring process is complicated, can not accurately control grouting amount, and occur ground
When face height change or slurry are emerged, may slip casting it is excessive, cause road surface to continue to be lifted.
To solve the above-mentioned problems, earlier application proposes a kind of bridge pavement repairing construction technology, de- by measuring injection
The water injection rate of empty region, so as in high polymer grouting repair process, determine the grouting amount of high polymer, high polymer is avoided to note
Road surface lifting caused by slurry is excessive.But due to the region major part impeded drainage that comes to nothing, it is understood that there may be infiltration ponding passes through survey
Amount water injection rate can not accurately determine the grouting amount of high polymer.
Invention content
The present invention can exist as a further improvement, providing a kind of bridge pavement method for repairing and constructing in region of coming to nothing
When permeating ponding, the grouting amount of high polymer also can be accurately determined.
As one aspect of the present invention, bridge pavement method for repairing and constructing is provided, is included the following steps：（1）Pass through profit
Detections of radar is carried out to transition slab at bridge head section with Ground Penetrating Radar, determines region of coming to nothing；（2）Coming to nothing, slip casting is arranged in regional location
Hole；（3）After excavating roadbed side slope, osculum is drilled with to the region of coming to nothing by side slope；（4）It will be come to nothing by the osculum
Region internal water accumulation discharge；（5）Spillage position of seriously coming to nothing under attachment strap both sides, osculum and abutment is blocked with concrete；（6）It is logical
It crosses injected hole and implements the first slip casting of high polymer to the region of coming to nothing；（7）Cure in the high polymer of the first slip casting of the high polymer
Afterwards, by the injected hole to the region water filling of coming to nothing；（8）The water of the water filling is detected by flow sensing equipment；（9）
When the injected hole has water body to emerge road surface, the total Water of the flow device at this time is recorded；（10）According to the flow sensing
The water of equipment implements the second slip casting of high polymer by the injected hole to the region of coming to nothing；（11）Filling restores roadbed side
Slope；（12）Injected hole concrete and pitch cold-repairing material are backfilled, road surface is restored.
Preferably, the step（3）In, the water outlet position of the osculum is less than the region of coming to nothing.
Preferably, the step（2）Described in region of coming to nothing multiple injected holes are set, form slip casting hole array.
Preferably, the step（10）In, the water of flow sensing equipment described in the high polymer volume ratio of second slip casting
Measure low 5% ~ 10%.
Preferably, the step（6）In, first slip casting is used to form watertight area in the sections bottom that comes to nothing.
Preferably, the high polymer includes polyurethane material.
Preferably, the step（10）In, when the high polymer of the second slip casting cures, by step（5）Water filling discharge.
Preferably, the step（10）In, slip casting is carried out by the part injected hole of slip casting hole array.
Specific implementation mode
In order to illustrate more clearly of technical scheme of the present invention, embodiment will be used simply to be situated between the present invention below
It continues, it should be apparent that, in being described below is only one embodiment of the present of invention, and those of ordinary skill in the art are come
It says, without having to pay creative labor, other technical solutions can also be obtained according to these embodiments, also belonged to
Disclosure of the invention range.
The bridge pavement method for repairing and constructing of the embodiment of the present invention, for leading to end of the bridge for Bridgehead by Blastig differential settlement
It is repaired in the region of brow plate emptying.
Implementation steps include as follows when specific：（1）Detections of radar is carried out to transition slab at bridge head section by using Ground Penetrating Radar,
Determine region of coming to nothing caused by Bridgehead by Blastig differential settlement.
（2）Coming to nothing, injected hole is arranged in regional location, multiple injected holes can be arranged according to the distribution in region of coming to nothing, be formed
Slip casting hole array.
（3）After excavating roadbed side slope, osculum is drilled with to the region of coming to nothing by side slope.Wherein, the osculum
Water outlet position is less than the region of coming to nothing, to which the infiltration ponding in region of coming to nothing to be discharged by osculum.
（4）It will be come to nothing the discharge of region internal water accumulation by the osculum.
（5）Spillage position of seriously coming to nothing under attachment strap both sides, the osculum and abutment is blocked by concrete.Pass through the step
Suddenly, both sides are on the one hand repaired to come to nothing position, on the other hand avoids the infiltration of water filling in subsequent step.
（6）Implement the first slip casting of high polymer to the region of coming to nothing by injected hole, which is used in area of coming to nothing
Watertight area is formed on domain bottom.High polymer may include polyurethane material, using the fast foaming coherency of polyurethane foam with
And caking property, it being capable of limited space formation quick blocking.
（7）After the high polymer solidification of the first slip casting of the high polymer, noted to the region of coming to nothing by the injected hole
Water.
（8）By the injected hole to it is described come to nothing region water filling when, pass through flow sensing equipment and detect the water filling
Water.
（9）When there is water body to emerge road surface in the injected hole, the total Water of flow sensing equipment detection at this time is recorded.
（10）According to the total Water that the flow sensing equipment detects, pass through the part injected hole in the slip casting hole array
Implement the second slip casting of high polymer to the region of coming to nothing, remaining injected hole is as osculum, for the high polymer in the second slip casting
When solidification, by step（7）Water filling discharge.Due to the infiltration of water filling and the expansion of high polymer, it is preferred that second slip casting
High polymer volume ratio described in flow sensing equipment total Water low 5% ~ 10%.
（11）After the high polymer solidification of the second slip casting, filling restores roadbed side slope.
（12）Injected hole concrete and pitch cold-repairing material are backfilled, road surface is restored.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the scope of the present invention.This hair
Particular features, structures, materials, or characteristics described in bright can be in any one or more of the embodiments or examples with suitable
Mode combines.In addition, without conflicting with each other, those skilled in the art can be by difference described in this specification
The feature of embodiment or example and different embodiments or examples is combined.It is all the spirit and principles in the present invention it
Interior any modification, equivalent replacement, improvement and so on, are included within the scope of protection of the present invention.
Claims (2)
1. a kind of bridge pavement method for repairing and constructing, includes the following steps：（1）By using Ground Penetrating Radar to transition slab at bridge head section
Detections of radar is carried out, determines region of coming to nothing；（2）Coming to nothing, injected hole is arranged in regional location；（3）After excavating roadbed side slope, pass through
Side slope is drilled with osculum to the region of coming to nothing；（4）It will be come to nothing the discharge of region internal water accumulation by the osculum；（5）Use coagulation
Grave blocks up under attachment strap both sides, the osculum and abutment spillage position of seriously coming to nothing；（6）By injected hole to the area of coming to nothing
Implement the first slip casting of high polymer in domain；（7）After the high polymer solidification of the first slip casting of the high polymer, by the injected hole to institute
State region water filling of coming to nothing；（8）The water of the water filling is detected by flow sensing equipment；（9）When the injected hole has water body to emit
Go out road surface, records the total Water of the flow device at this time；（10）According to the water of the flow sensing equipment, pass through the note
Implement the second slip casting of high polymer to the region of coming to nothing in slurry hole；（11）Filling restores roadbed side slope；（12）By injected hole coagulation
Soil and the backfill of pitch cold-repairing material, restore road surface.
2. bridge pavement restorative procedure according to claim 1, it is characterised in that：The step（3）In, the osculum
Water outlet position less than the region of coming to nothing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810248786.7A CN108385549B (en) | 2018-03-25 | 2018-03-25 | A kind of bridge pavement method for repairing and constructing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810248786.7A CN108385549B (en) | 2018-03-25 | 2018-03-25 | A kind of bridge pavement method for repairing and constructing |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108385549A true CN108385549A (en) | 2018-08-10 |
| CN108385549B CN108385549B (en) | 2019-05-31 |
Family
ID=63072083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810248786.7A Active CN108385549B (en) | 2018-03-25 | 2018-03-25 | A kind of bridge pavement method for repairing and constructing |
Country Status (1)
| Country | Link |
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| CN (1) | CN108385549B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004263542A (en) * | 2003-02-12 | 2004-09-24 | Anderson Technology Kk | Device for injecting grout into cable sheath of pc structure and grout injection method |
| JP2006322267A (en) * | 2005-05-20 | 2006-11-30 | Asuton:Kk | Repair method for concrete |
| CN102051861A (en) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | Bridgehead vehicle bump prevention and control high polymer grouting technique and construction method thereof |
| CN104047236A (en) * | 2014-05-26 | 2014-09-17 | 江苏鼎泰工程材料有限公司 | Repair method of vehicle bump pavement of bridgehead |
| CN104047237A (en) * | 2014-05-26 | 2014-09-17 | 江苏鼎泰工程材料有限公司 | Pavement restoration method |
| CN105442425A (en) * | 2015-12-18 | 2016-03-30 | 安徽优特公路养护科技有限公司 | Rapid repairing device and method for diseases of roadbase |
| CN105586835A (en) * | 2014-10-23 | 2016-05-18 | 马晶晶 | Bump-at-bridge-end disease control high polymer grouting technology and construction method thereof |
| CN105735151A (en) * | 2014-05-26 | 2016-07-06 | 江苏鼎泰工程材料有限公司 | Pavement rehabilitation method |
| CN105887613A (en) * | 2014-05-26 | 2016-08-24 | 江苏鼎泰工程材料有限公司 | Pavement repairing method free of environmental pollution and capable of eliminating vehicle bumping at bridge head |
-
2018
- 2018-03-25 CN CN201810248786.7A patent/CN108385549B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004263542A (en) * | 2003-02-12 | 2004-09-24 | Anderson Technology Kk | Device for injecting grout into cable sheath of pc structure and grout injection method |
| JP2006322267A (en) * | 2005-05-20 | 2006-11-30 | Asuton:Kk | Repair method for concrete |
| CN102051861A (en) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | Bridgehead vehicle bump prevention and control high polymer grouting technique and construction method thereof |
| CN104047236A (en) * | 2014-05-26 | 2014-09-17 | 江苏鼎泰工程材料有限公司 | Repair method of vehicle bump pavement of bridgehead |
| CN104047237A (en) * | 2014-05-26 | 2014-09-17 | 江苏鼎泰工程材料有限公司 | Pavement restoration method |
| CN105735151A (en) * | 2014-05-26 | 2016-07-06 | 江苏鼎泰工程材料有限公司 | Pavement rehabilitation method |
| CN105887613A (en) * | 2014-05-26 | 2016-08-24 | 江苏鼎泰工程材料有限公司 | Pavement repairing method free of environmental pollution and capable of eliminating vehicle bumping at bridge head |
| CN105586835A (en) * | 2014-10-23 | 2016-05-18 | 马晶晶 | Bump-at-bridge-end disease control high polymer grouting technology and construction method thereof |
| CN105442425A (en) * | 2015-12-18 | 2016-03-30 | 安徽优特公路养护科技有限公司 | Rapid repairing device and method for diseases of roadbase |
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| Publication number | Publication date |
|---|---|
| CN108385549B (en) | 2019-05-31 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190430 Address after: 211300 No. 28, Wutai Road, Dongba Town, Gaochun District, Nanjing City, Jiangsu Province Applicant after: Jiangsu Hui Chun Construction Co., Ltd. Address before: 355003 No. 23 Zhongxing Street, Fuan City, Ningde City, Fujian Province Applicant before: Lin Guangqin |
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