CN109537418A - It crosses and wears construction of the highway building method for supporting - Google Patents
It crosses and wears construction of the highway building method for supporting Download PDFInfo
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- CN109537418A CN109537418A CN201811500464.3A CN201811500464A CN109537418A CN 109537418 A CN109537418 A CN 109537418A CN 201811500464 A CN201811500464 A CN 201811500464A CN 109537418 A CN109537418 A CN 109537418A
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- 238000010276 construction Methods 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 title claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 69
- 238000013136 deep learning model Methods 0.000 claims abstract description 21
- 239000000126 substance Substances 0.000 claims abstract description 4
- 230000003447 ipsilateral effect Effects 0.000 claims description 7
- 238000012549 training Methods 0.000 claims description 5
- 238000009412 basement excavation Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 5
- 239000000203 mixture Substances 0.000 description 4
- 238000007665 sagging Methods 0.000 description 4
- 230000010412 perfusion Effects 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000013135 deep learning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
- 239000002699 waste 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
- E01C21/00—Apparatus or processes for surface soil stabilisation for road building or like purposes, e.g. mixing local aggregate with binder
-
- 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
- E01C3/00—Foundations for pavings
-
- 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
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Analytical Chemistry (AREA)
- Chemical & Material Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Road Paving Structures (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses a kind of mistakes to wear construction of the highway building method for supporting, comprising steps of S1, taking the soil sample of highway department and adjacent buildings to be laid side respectively；The soil sample that S2, chemical examination obtain, and obtained data are inputted into preset deep learning model；S3, basis are determined the length of first support bar and the length and tilt angle of second support bar by the data that deep learning model obtains；S4, first support bar is vertically squeezed into the side of both sides of highway to be laid and adjacent building；S5, second support bar is squeezed into soil by the top side inclination of first support bar；S6, dell is dug between the second support bar of roadside to be laid and the second support bar of building side, multi-layer concrete is poured by the bottom of dell, and backfill the soil dug out and compacting between each layer concrete；S7, it is laid with highway to be laid.Which reduce crossing to wear influence of the construction of the highway to surrounding building, the safety of later period building application ensure that.
Description
Technical field
The present invention relates to construction of the highway construction technique fields more particularly to a kind of mistake to wear construction of the highway building support side
Method.
Background technique
As the current city density of population gradually increases, built increasingly in the house of urban inner and commercial center
More, many building capital construction are at the edge in city, and in order to improve the convenience that people stay in such building, developer
Generally require to carry out exploitation and perfect to the highway on building periphery again, and after building has been built up, to around it again into
The construction of row highway, since highway construction needs the base deep-cut by road to start successively to construct, during deep-cutting, building
Soil near object is scooped away or is stirred, it is easy to the loosening of soil texture and the translation of soil layer is caused, so that building
Object gradually run-off the straight or sagging is built, causes security risk for the application in later period.
Equally, with the gradually improvement of rural area looks, road also starts gradually to create in rural area, attached in highway for building
Close house is also likely to impact existing house during highway construction, thus how to wear construction of the highway excessively
Influence of the middle reduction to the building of both sides of highway becomes most important, but there is presently no for the effective and simple of this respect
Single measure.
Summary of the invention
It is an object of the invention to solve at least the above problems, and provide the advantages of at least will be described later.
It is a still further object of the present invention to provide a kind of mistakes to wear construction of the highway building method for supporting, reduces Guo Chuan highway
The influence constructed to surrounding building ensure that the safety of later period building application.
To achieve the above object with some other purposes, the present invention adopts the following technical scheme:
A kind of mistake wears construction of the highway building method for supporting, comprising the following steps:
S1, the soil sample for taking highway department to be laid and the both sides of highway adjacent buildings to be laid side respectively；
The soil sample that S2, chemical examination obtain, and obtained data are inputted into preset deep learning model；Wherein, described
Deep learning model is trained to the data of the influence of surrounding building in excavation or disturbance by the soil of various soil parameters
It arrives；
S3, basis are determined the length of first support bar and the length of second support bar by the data that deep learning model obtains
Degree and tilt angle；
S4, the first support bar of corresponding length is respectively perpendicular according to the length of the obtained first support bar of S3 squeeze into it is described
In the side of both sides of highway to be laid and the building adjacent with the both sides of highway to be laid；
S5, the inclination angle for obtaining the second support bar of corresponding length with S3 according to the length of the obtained second support bar of S3
Degree is squeezed into soil by the top side of the first support bar, and makes the bottom end of the second support bar to described to be laid
It is tilted between highway and the building adjacent with the highway to be laid；
S6, digging depth is not small between the second support bar of the roadside to be laid and the second support bar of building side
In the dell of the length of the first support bar, multi-layer concrete is poured by the bottom of the dell, and in each layer coagulation
The soil dug out is backfilled between soil, and is compacted；
S7, it is laid with highway to be laid.
Preferably, the mistake is worn in construction of the highway building method for supporting, highway department to be laid described in S1 and
The soil sample of the both sides of highway adjacent buildings to be laid side respectively takes more parts, and the soil sample from ground start to
Under taken once every 30-50cm, the depth selection of the soil sample is identical as base's depth of the highway to be laid.
Preferably, the mistake is worn in construction of the highway building method for supporting, and the training of the deep learning model is also
Depth with the base of the height of surrounding building and highway to be laid away from ground is related.
Preferably, the mistake is worn in construction of the highway building method for supporting, positioned at the both sides of highway to be laid
The length of first support bar and the length of second support bar and tilt angle, and it is adjacent positioned at the both sides of highway to be laid
The length of the first support bar of the side of building and the length of second support bar and tilt angle pass through the deep learning mould
Type respectively obtains.
Preferably, the mistake is worn in construction of the highway building method for supporting, the first support bar and the second support
One end of bar is respectively set to tip, and the first support bar and second support bar are squeezed into soil by tip；Described first
The non-tip of support rod and second support bar welds together.
Preferably, the mistake is worn in construction of the highway building method for supporting, the first support bar and the second support
The distance in ground is protruded into not less than 30cm in the non-tip of bar.
Preferably, the mistake is worn in construction of the highway building method for supporting, positioned at the ipsilateral first support bar
Non- tip linked together by reinforcing bar.
Preferably, the mistake is worn in construction of the highway building method for supporting, described in ipsilateral adjacent two piece
Spacing between first support bar is at a distance between the building adjacent with the highway to be laid of the side of highway to be laid
Increase and reduces.
Preferably, the mistake is worn in construction of the highway building method for supporting, the soil in S6 between each layer concrete
Evenly spaced in earth to be laid with third support rod, the third support rod is transversely arranged in the soil, and the third
The both ends of support rod are fixedly connected with the side wall of the second support bar respectively.
The present invention is include at least the following beneficial effects:
Mistake of the invention is worn in construction of the highway building method for supporting, first to cross wear soil at construction of the highway and its
The soil of surrounding building side is sampled and chemically examines, and is used to support building by being calculated for preset deep learning model
The length and tilt angle of the support rod of Wu Heguochuan highway are then supporting first support bar and second according to calculated result
Bar is constructed, by the supporting structure for the right angle trigonometry form that first support bar and second support bar form, to building side
And the soil of roadside to be laid plays support and restriction effect, to subtract when highway construction carries out foundation pit again and digs
The disturbance to building side soil is lacked, thus building inclination or sagging risk caused by reducing because of highway construction.
It, will be between building and highway to be laid by after the soil to building side and roadside to be laid is fixed
Soil dig out after, layer-by-layer concrete perfusion layer, so that concrete layer is to having further functioned as support between building and highway
Effect so that no matter building it is subsequent reconstruction or dismounting or re-laying for highway do not interfere with each other, to building with
And highway plays supporting role.
Further advantage, target and feature of the invention will be partially reflected by the following instructions, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that mistake provided by the invention wears construction of the highway building method for supporting；
Fig. 2 is the top cross-sectional view of soil provided by the invention and third support rod.
Specific embodiment
It elaborates with reference to the accompanying drawing to the present invention, to enable those of ordinary skill in the art refering to energy after this specification
It is enough to implement accordingly.
As shown in Figure 1, a kind of mistake wears construction of the highway building method for supporting, comprising the following steps:
S1, it is taken at highway 1 to be laid respectively and the soil-like of 1 two sides adjacent buildings of highway to be laid, 2 side
This.
The soil sample that S2, chemical examination obtain, and obtained data are inputted into preset deep learning model；Wherein, described
Deep learning model is trained to the data of the influence of surrounding building in excavation or disturbance by the soil of various soil parameters
It arrives.
S3, according to the length and second support bar 4 for determining first support bar 3 by the data that deep learning model obtains
Length and tilt angle.
S4, the first support bar 3 obtained according to S3 length the first support bar 3 of corresponding length be respectively perpendicular squeeze into institute
It states in 1 two sides of highway to be laid and the side of the building 2 adjacent with 1 two sides of highway to be laid.
The length inclination that obtains the second support bar 4 of corresponding length with S3 of S5, the second support bar 4 obtained according to S3
Angle is squeezed into soil by the top side of the first support bar 3, and make the bottom end of the second support bar 4 to it is described to
It is laid between highway 1 and the building 2 adjacent with the highway 1 to be laid and tilts.
S6, depth is dug between the second support bar 4 of 1 side of second support bar 4 and building of 1 side of highway to be laid
Not less than the dell of the length of the first support bar, multi-layer concrete 5 is poured by the bottom of the dell, and in each layer
The soil 6 dug out is backfilled between concrete 5, and is compacted.
S7, it is laid with highway 1 to be laid.
In the above scheme, the soil for wearing soil and its surrounding building side at construction of the highway excessively is taken first
Sample is simultaneously chemically examined, and is used to support the length of the support rod of building and Guo Chuan highway by being calculated for preset deep learning model
Degree and tilt angle, are then constructing to first support bar and second support bar according to calculated result, pass through the first support
The supporting structure of the right angle trigonometry form of bar and second support bar composition plays the soil of building side and roadside to be laid
Support and restriction effect have been arrived, thus reduce the disturbance to building side soil when highway construction carries out foundation pit again and digs,
Building inclination or sagging risk caused by reduce because of highway construction.By the setting of deep learning model, so that
The parameters such as the length of first support bar and second support bar are targetedly arranged according to the actual conditions of highway department to be laid,
Waste of material caused by the use of too long first support bar and second support bar is avoided, also ensures first support bar and
The use of two support rods can play effective support to soil, guarantee the safety of building and the construction quality of highway.
It, will be between building and highway to be laid by after the soil to building side and roadside to be laid is fixed
Soil dig out after, layer-by-layer concrete perfusion layer, so that concrete layer is to having further functioned as support between building and highway
Effect so that no matter building it is subsequent reconstruction or dismounting or re-laying for highway do not interfere with each other, to building with
And highway plays supporting role.
By make the bottom end of second support bar to highway to be laid and the building adjacent with the highway to be laid it
Between tilt so that first support bar and second support bar composition right-angle side are fitted in the right angle of building and roadside to be laid
Shape support construction so that building after soil disturbs in its vicinity to pressure caused by lower by first support bar and second
Strut carries out sharing support, to effectively reduce building inclination or sagging risk.
In one preferred embodiment, at highway 1 to be laid described in S1 and 1 two sides adjacent buildings of the highway to be laid
The soil sample of 2 sides respectively takes more parts, and the soil sample takes once every 30-50cm downwards by ground, the soil
The depth selection of earth sample is identical as base's depth of the highway 1 to be laid.
In the above scheme, more parts are taken by more soil samples, and successively downsampled, so that more to soil constitution
Solution guarantees the quality of construction consequently facilitating deep learning model obtains more accurate data, and the construction of highway to be laid is by base
Layer starts to be laid with upwards, thus the soil below base is not affected by influences, thus soil sample depth selection and laying highway
Base's depth is identical, can guarantee the accuracy for the data that sampled data is complete, ensure that.
In one preferred embodiment, the training of the deep learning model also with the height of surrounding building 2 and to be laid
Depth of the base of highway 1 away from ground is related.
In the above scheme, building needs the power of ground supports bigger with the increase of height, thus run-off the straight or under
Sunken risk is higher, and the base's depth for being laid with highway is deeper, bigger to the disturbance of surrounding soil, i.e., easier to surrounding building
Impact, thus by setting deep learning model formation incessantly the soil with various soil parameters in excavation or disturbance
The data training of influence to surrounding building obtains, also the depth with the height of surrounding building and the base of highway to be laid
It is related, so that the data surface of obtained deep learning model covering is wider, to be directed to the construction of various environment Zhong Guochuan highways
Obtained data are more accurate.
In one preferred embodiment, positioned at the length and second support bar of the first support bar 3 of 1 two sides of highway to be laid
4 length and tilt angle, and the first support bar 3 positioned at the side of the adjacent building 2 in 1 two sides of highway to be laid
Length and the length and tilt angle of second support bar 4 respectively obtained by the deep learning model.
In the above scheme, positioned at the parameter of the first and second support rods of roadside to be laid and positioned at building side
The parameter of first and second support rods is different, can adapt to the height of different buildings and the width of highway and depth.
In one preferred embodiment, one end of the first support bar 3 and second support bar 4 is respectively set to tip, described
First support bar 3 and second support bar 4 are squeezed into soil by tip；The non-point of the first support bar 3 and second support bar 4
End welds together.
In the above scheme, the tip of first support bar and second support bar is squeezed into soil, so that construction is more laborsaving
Efficiently, the non-tip of first support bar and second support bar welds together, so that first support bar and second support bar composition
Firm right angle trigonometry form support construction reduced to be supported to soil and wears road paving to surrounding building
It influences.
In one preferred embodiment, the distance in ground is protruded into not in the non-tip of the first support bar 3 and second support bar 4
Less than 30cm.
In the above scheme, the distance in ground is protruded into not by the non-tip of setting first support bar and second support bar
Less than 30cm, so that first support bar and second support bar sufficiently locate below ground level, ground can be re-layed on upper layer, to protect
Beauty has been demonstrate,proved, and has avoided first support bar and the long-term exposed influence for supporting stability to it of second support bar.
In one preferred embodiment, linked together positioned at the non-tip of the ipsilateral first support bar 3 by reinforcing bar 7.
In the above scheme, by the way that the non-tip for being located at ipsilateral first support bar is linked together by reinforcing bar, make
First support bar has also obtained further fixing and supporting along highway extending direction, to improve first support bar, the
Supporting role of two support rods to soil.
In one preferred embodiment, the spacing between the ipsilateral adjacent two piece first support bar 3 is with public affairs to be laid
Increase at a distance between the building 2 adjacent with the highway 1 to be laid of the side on road 1 and reduce.
In the above scheme, by the spacing that is arranged between adjacent first support bar with highway to be laid and building get both away from
From increase and reduce so that the arrangement of highway and building apart from smaller support rod is more intensive, to improve the effect of support
Fruit.
As shown in Fig. 2, in a preferred embodiment, evenly spaced laying in the soil 6 in S6 between each layer concrete 5
There is third support rod 8, the third support rod 8 is transversely arranged in the soil 6, and the both ends of the third support rod 8 point
It is not fixedly connected with the side wall of the second support bar 4.
In the above scheme, by between concrete in soil third support rod setting so that roadside by first
The position of the triangular support structure of the triangular support structure and building side of strut and second support bar composition is obtained into one
Step is fixed, to improve enabling capabilities.
Although the embodiments of the present invention have been disclosed as above, but its is not only in the description and the implementation listed
With it can be fully applied to various fields suitable for the present invention, for those skilled in the art, can be easily
Realize other modification, therefore without departing from the general concept defined in the claims and the equivalent scope, the present invention is simultaneously unlimited
In specific details and the legend herein shown with description.
Claims (9)
1. a kind of mistake wears construction of the highway building method for supporting, wherein the following steps are included:
S1, the soil sample for taking highway department to be laid and the both sides of highway adjacent buildings to be laid side respectively；
The soil sample that S2, chemical examination obtain, and obtained data are inputted into preset deep learning model；Wherein, the depth
Learning model obtains the data training of the influence of surrounding building in excavation or disturbance by the soil of various soil parameters；
S3, according to by the data that deep learning model obtains determine first support bar length and second support bar length and
Tilt angle；
S4, the first support bar of corresponding length is respectively perpendicular according to the length of the obtained first support bar of S3 squeeze into it is described wait spread
If in the side of both sides of highway and the building adjacent with the both sides of highway to be laid；
S5, the tilt angle obtained the second support bar of corresponding length with S3 according to the length of the obtained second support bar of S3 by
The top side of the first support bar is squeezed into soil, and makes the bottom end of the second support bar to the highway to be laid
It is tilted between the building adjacent with the highway to be laid；
S6, depth is dug between the second support bar of the roadside to be laid and the second support bar of building side not less than institute
The dell for stating the length of first support bar pours multi-layer concrete by the bottom of the dell, and between each layer concrete
The soil dug out is backfilled, and is compacted；
S7, it is laid with highway to be laid.
2. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein highway department to be laid described in S1 with
And the soil sample of the both sides of highway adjacent buildings to be laid side respectively takes more parts, and the soil sample is by ground
It is taken once every 30-50cm downwards, the depth selection of the soil sample is identical as base's depth of the highway to be laid.
3. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein the training of the deep learning model
Depth also with the base of the height of surrounding building and highway to be laid away from ground is related.
4. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein be located at the both sides of highway to be laid
The length of first support bar and the length of second support bar and tilt angle, and to be located at the both sides of highway to be laid adjacent
Building side the length of first support bar and the length of second support bar and tilt angle pass through the deep learning
Model respectively obtains.
5. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein the first support bar and second
One end of strut is respectively set to tip, and the first support bar and second support bar are squeezed into soil by tip；Described
The non-tip of one support rod and second support bar welds together.
6. mistake as claimed in claim 5 wears construction of the highway building method for supporting, wherein the first support bar and second
The distance in ground is protruded into not less than 30cm in the non-tip of strut.
7. mistake as claimed in claim 5 wears construction of the highway building method for supporting, wherein positioned at ipsilateral first support
The non-tip of bar is linked together by reinforcing bar.
8. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein positioned at ipsilateral adjacent two piece institute
Spacing between first support bar is stated at a distance between the building adjacent with the highway to be laid of the side of highway to be laid
Increase and reduce.
9. mistake as described in claim 1 wears construction of the highway building method for supporting, wherein in S6 between each layer concrete
Evenly spaced in soil to be laid with third support rod, the third support rod is transversely arranged in the soil, and described
The both ends of three support rods are fixedly connected with the side wall of the second support bar respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811500464.3A CN109537418B (en) | 2018-12-10 | 2018-12-10 | Method for constructing building support through highway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811500464.3A CN109537418B (en) | 2018-12-10 | 2018-12-10 | Method for constructing building support through highway |
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| Publication Number | Publication Date |
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| CN109537418A true CN109537418A (en) | 2019-03-29 |
| CN109537418B CN109537418B (en) | 2020-11-24 |
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| CN201811500464.3A Expired - Fee Related CN109537418B (en) | 2018-12-10 | 2018-12-10 | Method for constructing building support through highway |
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| CN207419555U (en) * | 2017-08-29 | 2018-05-29 | 中铁四院集团岩土工程有限责任公司 | A kind of high ferro bridge pier roadbed isolation error-correction structure for protecting periphery existing building |
| CN108035361A (en) * | 2017-12-28 | 2018-05-15 | 上海智平基础工程有限公司 | A kind of advanced support supporting construction and its construction method |
| CN107938683A (en) * | 2018-01-12 | 2018-04-20 | 上海智平基础工程有限公司 | One kind tilts pile pit supporting construction and its construction method |
| CN208105278U (en) * | 2018-03-01 | 2018-11-16 | 黄河科技学院 | A kind of foundation pit adjustable support frame |
| CN108560345A (en) * | 2018-05-04 | 2018-09-21 | 刘刚 | Road construction pretreatment unit and its construction method |
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