CN104047235A - Method for repairing bridgehead abutment position of road surface - Google Patents
Method for repairing bridgehead abutment position of road surface Download PDFInfo
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- CN104047235A CN104047235A CN201410223493.5A CN201410223493A CN104047235A CN 104047235 A CN104047235 A CN 104047235A CN 201410223493 A CN201410223493 A CN 201410223493A CN 104047235 A CN104047235 A CN 104047235A
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- injected hole
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- soil layer
- injected holes
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- 238000000034 method Methods 0.000 title claims abstract description 22
- 239000002002 slurry Substances 0.000 claims abstract description 56
- 239000002689 soil Substances 0.000 claims abstract description 39
- 238000007569 slipcasting Methods 0.000 claims description 18
- 238000001514 detection method Methods 0.000 claims description 15
- 230000001771 impaired effect Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 5
- 239000011800 void material Substances 0.000 abstract 4
- 239000011347 resin Substances 0.000 description 8
- 229920005989 resin Polymers 0.000 description 8
- 238000012423 maintenance Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 230000008961 swelling Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- 230000002431 foraging effect Effects 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000002910 structure generation Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/10—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for raising or levelling sunken paving; for filling voids under paving; for introducing material into substructure
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Road Repair (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a method for repairing a bridgehead abutment position of a road surface. The method comprises the steps that a detecting radar is used for detecting the void position in a damaged bridge approach slab, the positions of first injected holes are marked in the surface of the approach slab and are drilled, the first injected holes reach a hard soil layer, the first injected holes are arranged in an array way, the central distance of the adjacent first injected holes is 10-20cm, the void position drops in the array range, second injected holes communicate a soft soil layer and are intersected with the first injected holes, the two ends of each second injected hole are provided with an exhaust single-way valve respectively, the first injected holes are grouted, a three-dimensional detecting radar is used for detecting the void position and the slurry filling condition inside the first injected holes and the second injected holes in time, and when the void position, the first injected holes and the second injected holes are filled with the slurry, the grouting is stopped; the detecting radar is used again for detecting and re-checking the filling position after the grouting is finished, and the positions which are not filled with the slurry are drilled and grouted again. The method solves the problem that the hard soil layer and the soft soil layer are different in sinking speed.
Description
Technical field
The present invention relates to a kind of method that repair at end of the bridge platform back of the body place of road pavement, can repair end of the bridge platform back of the body place, eliminate vehicle bump at bridge ends.
Background technology
Along with the continuous increase of highway in China and railway mileage, it is increasing that the highway such as bridge, culvert is constructed shared proportion, back filling behind abutment place ubiquity " bumping at bridge-head " phenomenon of a lot of these class formations, so-called " bumping at bridge-head " refers to that the structure such as bridge, culvert itself and the platform back of the body are because the effect of driving load and deadweight continues sedimentation, inconsistent and the differential settlement that produces of tectonic subsidence and platform back of the body sedimentation, cause the platform back of the body and the road surface of structure junction to occur step, the vehicle of running at high speed produces the phenomenon of jolting and jumping by back filling behind abutment place.
Occur that the vertical of above-mentioned phenomenon want reason to be, general bridge floor will be connected with roadbed (hardpan) higher than road surface and by bridge pier, therefore have between the bridge floor of difference in height and road surface and be connected by attachment strap, need on the existing roadbed below attachment strap, pile the artificial soil horizon's (Soft Soil Layer) who establishes compacting in order to support this attachment strap, therefore to compare former roadbed (hardpan) softer for the later stage forms for this artificial soil horizon, bridge in later stage operation process due to natural subsidence effect, the height on its bridge floor and road surface all can decline, but the infall process of above-mentioned Soft Soil Layer is faster than hardpan, therefore between bridge floor and attachment strap, occur that difference in height causes vehicle bump at bridge ends, between while Soft Soil Layer and attachment strap, meeting forms to come to nothing and make and misplaces between bridge floor and attachment strap, thereby has aggravated vehicle bump at bridge ends.
China Patent No. is that the document of CN102051861 has proposed to utilize high polymer material to be injected into the interior attachment strap that comes to nothing, promotes depression of eliminating of coming to nothing of attachment strap bottom to eliminate vehicle bump at bridge ends, but the method fails the settling rate difference of the different soil that causes vehicle bump at bridge ends to take measures, therefore fail fundamentally to solve the problem of bumping at bridge-head.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of method that repair at end of the bridge platform back of the body place of road pavement, can solve the problem of hardpan and Soft Soil Layer settling rate difference.
In order to solve the problems of the technologies described above, the invention provides a kind of method that repair at end of the bridge platform back of the body place of road pavement, it comprises the steps:
A. utilize detection radar to detect to come to nothing in the attachment strap of impaired bridge position, the position that goes out to come to nothing in the surface markers of attachment strap is also measured this and is come to nothing and the degree of depth of hardpan;
B. mark position the boring of injected hole one on attachment strap surface, injected hole one reaches hardpan deeply, and injected hole one is with array way layout, and making to come to nothing falls within the scope of array;
C. mark position the boring of injected hole two in the side of Soft Soil Layer, each injected hole two connects this Soft Soil Layer crossing with injected hole one;
D. injected hole one is carried out to slip casting and utilize instant detection of three-dimensional detection radar to come to nothing and the slurry of each injected hole one, injected hole two inside is filled situation, come to nothing and stop slip casting when each injected hole one, injected hole two when slurry is full of this;
E. slip casting utilizes detection radar to filling location detection check, to not re-started boring, slip casting by slurry filling place again after stopping;
F. slip casting finished after 10 minutes, and each injected hole one, injected hole two are carried out to sealing of hole.
Described injected hole one is 3-15cm with the diameter of injected hole two, and the center distance of adjacent injected hole one is 8-25cm.
Described injected hole two levels connect this Soft Soil Layer and perpendicular to attachment strap center line, each injected hole one is crossing with multiple injected holes two of the below of coming to nothing respectively.
The present invention also provides a kind of slurry of repairing, the slip casting process of the method that this slurry is repaired for the end of the bridge platform back of the body place of above-mentioned road pavement.
This slurry is high strength foam-type resin.
The elative free swelling ratio of this slurry reaches 20:1, can fill and come to nothing after 3 minutes in injection, injects and reaches final strength after 10 minutes.
The machine viscosity that goes out of this slurry is 100 ± 45mPas, and its final strength meets compressive strength >=20MPa, bending strength >=15MPa
With respect to prior art, the technique effect that the present invention has is:
1) method that repair at the end of the bridge platform back of the body place of road pavement of the present invention, detect and boring by detection radar, slip casting combines, the also lifting attachment strap that comes to nothing of not only having filled up attachment strap below makes end of the bridge smooth-going, also by crossing injected hole one and injected hole two make solidify after the slurry bodily form reticulate structure, by attachment strap, Soft Soil Layer and hardpan link into an integrated entity, thereby the settling rate of Soft Soil Layer and hardpan is consistent, the settling rate of attachment strap will be consistent with hardpan, prevent from forming and coming to nothing between Soft Soil Layer and attachment strap, thereby avoid bridge floor and attachment strap because of settling rate difference causes separately vehicle bump at bridge ends,
2) come to nothing position inject slurry curing after form a pulp layer, this pulp layer top connects attachment strap, below is connected with hardpan by slurry column, injected hole one and slurry column diameter are 5-10cm, fractional load on attachment strap directly can be passed to hardpan by slurry column, thereby reduce the settling amount after Soft Soil Layer pressurized; Injected hole two and slurry crossbeam diameter are 5-10cm, can make part conduct to slurry column through the attachment strap load of Soft Soil Layer conduction through slurry crossbeam, conduct to hardpan through slurry column again, thereby reduce the load through Soft Soil Layer conduction, further reduce the settling amount of Soft Soil Layer; The center distance of adjacent injected hole one is 10-20cm, not only can make slurry column arrange closely but also be beneficial to injected hole one is holed;
3) injected hole two levels connect this Soft Soil Layer and perpendicular to attachment strap center line, be convenient to the mobile and filling of slurry in boring and slip casting process, multiple injected holes two crossing with injected hole one are set in the Soft Soil Layer below coming to nothing, can strengthen the bonding strength between Soft Soil Layer and hardpan, attachment strap, also be conducive to more load through Soft Soil Layer conduction to be directly conducted to hardpan by slurry crossbeam, slurry column simultaneously;
4) the water-free high strength foam-type resin of this slurry, can not produce drying shrinkage phenomenon, can closely knit filling come to nothing; After slurry curing, have pliability and elasticity, be not easy to ftracture, this resin material has good impermeability simultaneously, can stop rainwater infiltration to enter in attachment strap, and fracture and seam have good sealing function;
5) this slurry injects after 3 minutes and can fill and come to nothing, and injects and reaches its final strength after 10 minutes, and hardening time is short, engineering time and the impact on traffic are reduced, after slurry curing, form foaming shape solid, its density is cement paste 20%, can be to the larger load of structure generation;
6) elative free swelling ratio of this slurry can reach 20:1, can come to nothing by Fast Filling, and the further soil layer of compacting around coming to nothing in expansion process;
7) solidify after Stability of Slurry strong, be difficult for aging distortion, its durability can reach a century;
8), after slurry curing, each chemical composition can not dissolved or decompose in rainwater and be run off, environmentally safe;
9) the attachment strap structure after this slurry is repaired, the later stage, without periodic maintenance, maintenance, has reduced maintenance cost.
Brief description of the drawings
In order to clearly demonstrate innovative principle of the present invention and the technical advantage than existing product thereof, by applying the limiting examples of described principle, possible embodiment is described by means of accompanying drawing below.In the drawings:
Fig. 1 is the profile of impaired bridge in the present invention;
Fig. 2 is the profile of the bridge after boring in the present invention;
Fig. 3 is the top view that is provided with the attachment strap of injected hole one in the present invention;
Fig. 4 is the left view of the slurry body after solidifying in the present invention.
Detailed description of the invention
Embodiment 1
As shown in Figure 1, impaired bridge generally comprises: the face 1 of mating formation, attachment strap 2, comes to nothing 3, bridge floor 4, road surface 5, Soft Soil Layer 6, hardpan 7.
Come to nothing and generally appear between attachment strap 2 and Soft Soil Layer 6, along with the sedimentation of the Soft Soil Layer volume that comes to nothing can increase gradually, because Soft Soil Layer 6 exceeds roadbed, be convenient to from the side Soft Soil Layer 6 be holed.
As shown in Fig. 1-3, the method that repair at the end of the bridge platform back of the body place of road pavement of the present invention, comprises the following steps:
(1) utilize 3 positions of coming to nothing in the attachment strap of the impaired bridge of three-dimensional detection detections of radar, in the surface markers of attachment strap 2 go out to come to nothing 3 position measure this and come to nothing 3 and the degree of depth of hardpan 7;
(2) mark position the boring of each injected hole 1 on attachment strap 2 surfaces of coming to nothing above 3, the diameter of injected hole 1 is 5-10cm and deeply reaches hardpan 7, all injected holes 1 arrange in square array mode, and the center distance of adjacent injected hole 1 is 10-20cm and coming to nothing of above-mentioned mark 3 fallen within the scope of the array of described injected hole 1;
(3) mark the position of injected hole 29 in the side of Soft Soil Layer 6 and hole, each injected hole 29 levels connect this Soft Soil Layer and intersect at injected hole 1, each injected hole 1 is crossing with three injected holes 29 being located at 3 belows of coming to nothing, and each injected hole 29 is 5-10cm perpendicular to attachment strap center line and diameter;
(4) in the position of each injected hole 1, Grouting Pipe 11 is installed, Grouting Pipe 11 stretches to the bottom of injected hole 1, in each Grouting Pipe 11, filling adaptor is installed, debugging grouting equipment is also connected with filling adaptor, inspection injecting paste material also adds in grouting equipment, is provided with at each injected hole 29 two ends the one way valve that only can discharge air;
(5) injected hole 1 is carried out to slip casting and utilize three-dimensional detection radar instant detect come to nothing 3 and the slurry of each injected hole 1, injected hole 29 inside fill situation, come to nothing 3 and stop slip casting when each injected hole 1, injected hole 29 when slurry is full of this;
(6) slip casting after stopping, again utilizing detection radar detect this come to nothing 3 and each injected hole 1, injected hole 29 in whether also have and do not filled position by slurry, to existing the position of above-mentioned situation to re-start boring, slip casting;
(7) after waiting for 10 minutes, the slurry curing of filling also reaches final strength, takes off one way valve and each injected hole 1, injected hole 29 are carried out to sealing of hole.
Slurry after solidifying forms slurry body 10 as shown in Figure 4, comprise the net structure that many rows are made up of the slurry crossbeam 103 of multiple vertical slurry columns 101, level and be full of 3 the pulp layer 102 of coming to nothing, this slurry body 10 is fixedly connected with attachment strap 2, Soft Soil Layer 6 and hardpan 7.
Embodiment 2
Slurry described in the present invention adopts a kind of high strength foam-type resin, its model is SZ3, when slip casting, this resin is added in above-mentioned grouting equipment, the resin viscosity (going out machine viscosity) flowing out from this grouting equipment is 100 ± 45mPas, this resin slurry volume in flowing constantly increases, its penetrating power is strong, be suitable for arriving fast the position or enter in gap of coming to nothing, be suitable under pressure squeezing ponding, after above-mentioned slurry injects 3 minutes, can fill and come to nothing, inject and reach its final strength after 10 minutes, its compressive strength >=20MPa, bending strength >=15MPa.
This slurry has following characteristics:
(1) this slurry is not moisture, can not produce drying shrinkage phenomenon, can closely knit filling come to nothing; After slurry curing, have pliability and elasticity, be not easy to ftracture, this resin material has good impermeability simultaneously, can stop rainwater infiltration to enter Soft Soil Layer, and fracture and seam have good sealing function;
(2) after slurry curing, form foaming shape solid, its density is cement paste 20%, can be to the larger load of structure generation;
(3) elative free swelling ratio of this slurry can reach 20:1, can come to nothing by Fast Filling, and the further soil layer of compacting around coming to nothing in expansion process;
(4) solidify after Stability of Slurry strong, be difficult for aging distortion, its durability can reach a century;
(5), after slurry curing, each chemical composition can not dissolved or decompose in rainwater and be run off, environmentally safe;
(6) the attachment strap structure after this slurry is repaired, the later stage, without periodic maintenance, maintenance, has reduced maintenance cost.
Obviously, above-described embodiment is only for example of the present invention is clearly described, and is not the restriction to embodiments of the present invention.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here without also giving exhaustive to all embodiments.And these belong to apparent variation that spirit of the present invention extended out or variation still among protection scope of the present invention.
Claims (3)
1. the method that repair at the end of the bridge platform back of the body place of road pavement, is characterized in that comprising the steps:
A. utilize detection radar to detect to come to nothing in the attachment strap of impaired bridge (3) position, the surface markers of attachment strap (2) go out to come to nothing (3) position and measure this and come to nothing (3) and the degree of depth of hardpan (7);
B. mark position the boring of injected hole one (8) on attachment strap (2) surface, injected hole one reaches hardpan (7) deeply, and injected hole one (8) is with array way layout, and make to come to nothing (3) fall within the scope of array;
C. mark position the boring of injected hole two (9) in the side of Soft Soil Layer (6), each injected hole two (9) connects this Soft Soil Layer crossing with injected hole one (8);
D. injected hole one (8) is carried out to slip casting and utilize instant detection of three-dimensional detection radar to come to nothing (3) and each injected hole one (8), the inner slurry of injected hole two (9) are filled situation, when slurry is full of this and comes to nothing (3) and stops slip casting when each injected hole one (8), injected hole two (9);
E. slip casting utilizes detection radar to filling location detection check, to not re-started boring, slip casting by slurry filling place again after stopping;
F. slip casting finished after 10 minutes, and each injected hole one (8), injected hole two (9) are carried out to sealing of hole.
2. the method that repair at the end of the bridge platform back of the body place of road pavement according to claim 1, is characterized in that: described injected hole one is 3-15cm with the diameter of injected hole two, and the center distance of adjacent injected hole one (8) is 8-25cm.
3. the method that repair at the end of the bridge platform back of the body place of road pavement according to claim 1, it is characterized in that: described injected hole two (9) levels connect this Soft Soil Layer and perpendicular to attachment strap center line, each injected hole one (8) is crossing with multiple injected holes two (9) of (3) below of coming to nothing respectively.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410223493.5A CN104047235B (en) | 2014-05-26 | 2014-05-26 | The Bridge back wall place of road pavement carries out the method for repairing |
| CN201610199179.7A CN105862560B (en) | 2014-05-26 | 2014-05-26 | The method repaired at the Bridge back wall of environmentally safe road pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410223493.5A CN104047235B (en) | 2014-05-26 | 2014-05-26 | The Bridge back wall place of road pavement carries out the method for repairing |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610199179.7A Division CN105862560B (en) | 2014-05-26 | 2014-05-26 | The method repaired at the Bridge back wall of environmentally safe road pavement |
Publications (2)
| Publication Number | Publication Date |
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| CN104047235A true CN104047235A (en) | 2014-09-17 |
| CN104047235B CN104047235B (en) | 2016-04-27 |
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| CN201410223493.5A Active CN104047235B (en) | 2014-05-26 | 2014-05-26 | The Bridge back wall place of road pavement carries out the method for repairing |
| CN201610199179.7A Active CN105862560B (en) | 2014-05-26 | 2014-05-26 | The method repaired at the Bridge back wall of environmentally safe road pavement |
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| CN201610199179.7A Active CN105862560B (en) | 2014-05-26 | 2014-05-26 | The method repaired at the Bridge back wall of environmentally safe road pavement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330848A (en) * | 2018-03-10 | 2018-07-27 | 林光琴 | A kind of bridge pavement repairing construction technology |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252111A (en) * | 2020-08-25 | 2021-01-22 | 徐州成瑞建筑科技研究院有限公司 | Desilting and grouting reinforcement method for slab bottom void pavement crack |
| CN112627168A (en) * | 2020-12-23 | 2021-04-09 | 河南长安交通科技发展有限公司 | High-density polymer grouting reinforcement method for roadbed at sunken part of bridge and culvert butt strap |
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| EP0456331A1 (en) * | 1990-05-10 | 1991-11-13 | Voorbij Groep B.V. | Method for the displacement of a slab-shaped carrier, and seal therefor |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108330848A (en) * | 2018-03-10 | 2018-07-27 | 林光琴 | A kind of bridge pavement repairing construction technology |
| CN108330848B (en) * | 2018-03-10 | 2019-05-31 | 青海省恒立公路勘测设计有限公司 | A kind of bridge pavement repairing construction technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104047235B (en) | 2016-04-27 |
| CN105862560B (en) | 2018-02-02 |
| CN105862560A (en) | 2016-08-17 |
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| C14 | Grant of patent or utility model | ||
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Inventor after: Chen Zan Inventor before: Zhang Lahua Inventor before: He Weixing Inventor before: Chen Yun |
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Denomination of invention: The method of repairing the bridge head and back of the road surface Granted publication date: 20160427 Pledgee: Industrial and Commercial Bank of China Danyang Branch Pledgor: JIANGSU DINGTAI ENGINEERING MATERIAL CO.,LTD. Registration number: Y2024980002806 |