CN109083122A - The construction method of deep peat soil area construction operation platform - Google Patents
The construction method of deep peat soil area construction operation platform Download PDFInfo
- Publication number
- CN109083122A CN109083122A CN201811010277.7A CN201811010277A CN109083122A CN 109083122 A CN109083122 A CN 109083122A CN 201811010277 A CN201811010277 A CN 201811010277A CN 109083122 A CN109083122 A CN 109083122A
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- China
- Prior art keywords
- construction
- platform
- operation platform
- area
- peat soil
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
Abstract
The present invention provides a kind of construction methods of deep peat soil area construction operation platform, include the following steps: D: in the range of the horn of the digging machine, excavating roadbed slot；E: geotextiles are laid in the roadbed trench bottom；F: backfilling sea sand into the roadbed slot, forms primary platform；G: the digging machine is moved on previous step primary platform obtained；H: repeating step D ~ G, until completing primary platform whole in the construction area；Wherein, in steph, after every primary platform for completing the first specific range length, sea sand is backfilled above primary platform and is compacted, construction operation platform is formed.Construction method provided by the invention, permeable, the reinforcement for making full use of sea sand resources and geotextiles enhance base bearing capacity, guarantee that construction equipment normally passes in and out field and operation, mechanical equipment construction error caused by avoiding because of differential settlement, the construction for subsequent basement process provide reliable guarantee.
Description
Technical field
The present invention relates to technical field of building construction, especially a kind of construction of deep peat soil area construction operation platform
Method.
Background technique
To reduce destruction to land resource and demolition work, highway route largely selection marshland, lagoon area,
The few area of building.These areas are mostly deep peat soil geology, peat soil geology big, natural hole with natural moisture content
Gap is than the features such as big, compressibility is high, infiltration coefficient is big, the problems such as there are Lack of support, differential settlement when as ground, meeting
It causes large-scale construction equipment that cannot march into the arena, influences the constructing operation of basement process, a construction behaviour must be built before basement process
Make platform, is just able to satisfy large-scale construction equipment disengaging field and normal operating operation.
To solve this problem, construction operation platform need to be established and guarantee that field can be passed in and out and operate normally by carrying out construction machinery.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of construction method of deep peat soil area construction operation platform,
Construction operation platform is established, guarantees that field can be passed in and out and operate normally by carrying out construction machinery.
The present invention provides a kind of construction methods of deep peat soil area construction operation platform, include the following steps:
A: hard ground at one is found in deep peat soil area, the hard ground can bear the weight of digging machine；
B: the construction area of construction operation platform delimited between the hard ground and construction point；
C: the digging machine is moved on the hard ground；
D: in the range of the horn of the digging machine, roadbed slot is excavated along the path of the construction area；
E: geotextiles are laid in the roadbed trench bottom；
F: backfilling sea sand into the roadbed slot, forms primary platform, and the primary platform can bear the weight of the digging machine；
G: the digging machine is moved on previous step primary platform obtained；
H: repeating step D ~ G, until completing primary platform whole in the construction area；
Wherein, in steph, after every primary platform for completing the first specific range length, sea sand is backfilled above primary platform
And be compacted, form construction operation platform.
Further, first specific range is 40 ~ 60m.
Further, further include following steps:
I: monitoring the absolute altitude of construction operation platform, when its absolute altitude is lower than the second specific range of elevation control, backfills sea sand and presses
In fact, up to the absolute altitude of operating platform to elevation control；
J: repeating step I, until engineering terminates.
Further, second specific range is 20cm.
Further, further include following steps after step J:
K: after engineering, excavating construction operation platform, and restores deep peat soil area original place looks.
Further, further include following steps between the step B and C:
S1: multiple control stakes are arranged along the path of the construction area, also, the multiple control stake is distributed in the construction area
The two sides in domain.
Further, in the step S1: along the path direction of the construction area, the two neighboring control stake spacing
For third specific range.
Further, in the step S1: if the path of the construction area is straightway, the third specific range
For 20m, if the path of the construction area is curved section, the third specific range is 10m.
Further, in the step H, after every primary platform for completing the first specific range length, on primary platform
Side backfills sea sand several times and is compacted, until reaching elevation control, forms construction operation platform.
The construction method of deep peat soil area construction operation platform provided by the invention, makes full use of sea sand resources and soil
Permeable, the reinforcement of work cloth enhance base bearing capacity, guarantee that construction equipment normally passes in and out field and operation, avoid because uneven
Mechanical equipment construction error caused by sedimentation, the construction for subsequent basement process provide reliable guarantee.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Construction State of the present invention；
Fig. 2 is the A-A cross-sectional view in Fig. 1.
In figure, 1. deep peat soil areas, 2. roadbed slots, 3. geotextiles, 4. sea sands, 5. digging machines, 6. control stakes.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with
It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
A kind of construction method of deep peat soil area construction operation platform includes the following steps: with reference to Fig. 1 and Fig. 2
A: hard ground at one is found in deep peat soil area 1, the hard ground can bear the weight of digging machine 5.Deep mud
1 soil property of charcoal soil area is soft, it is necessary first to look for starting point of the one piece of ground as operation.
B: delimiting the construction area of construction operation platform between the hard ground and construction point, and construction point, that is, engineering is applied
Building site point, such as the pile foundation construction point of bridge, in this case, construction operation platform is the channel into construction point, and construction area is applied
The contour line of work operating platform.
S1: arranging multiple control stakes 6 along the path of the construction area, also, described in the multiple control stake 6 is distributed in
The two sides of construction area, along the path direction of the construction area, two neighboring 6 spacing of control stake be third it is specific away from
From, if the path of the construction area is straightway, the third specific range is 20m, if, the path of the construction area
For curved section, the third specific range is 10m.
C: the digging machine 5 is moved on the hard ground.
D: in the range of the horn of the digging machine 5, usually 3 ~ 4m, excavates roadbed slot along the path of the construction area
2, namely remove the regional 1 surface soil layer of deep peat soil, big trees and tree root, weeds etc..
E: geotextiles 3 are laid in 2 bottom of roadbed slot, marshland section can overlay one layer of geotextiles 3, an excavation
After the completion of job step, geotextiles 3 carry out tunneling boring laying along job step.
F: backfilling sea sand into the roadbed slot 2, forms primary platform, and the primary platform can bear the digging machine 5
Weight, herein primary platform be only facilitate the continuation of digging machine 5 to move along the path of the construction area, so, returned in this step
Fill out the amount of sea sand and little.
G: the digging machine 5 is moved on previous step primary platform obtained；
H: repeating step D ~ G, until completing primary platform whole in the construction area；
Wherein, in steph, after every primary platform for completing the first specific range length, sea sand is backfilled above primary platform
And be compacted, form construction operation platform.First specific range is 40 ~ 60m, it is preferable that the first specific range is 50mm.
Specifically, digging machine 5 excavates foundation trench 2 and is formed primary platform and digging so that digging machine 5 moves in front
While machine 5 works, rear is synchronous to carry out backfilling working, and backfilling working all uses sea sand 4, and primary platform forms certain
After length, such as above-mentioned 50m, the sea sand 4 backfilled above it is compacted, and forms construction operation platform.Construction operation platform is formed
In the process, backfill and compacting can be performed in multiple times, until being backfilling and compacted elevation control, guarantee the mechanical equipment energy of basement process
Enough normal disengaging fields and operation.Elevation control is to be higher than existing Swampy Areas water level or the above 50cm(of original ground absolute altitude as guarantee machine
Tool normal operation, if it is necessary, construction operation platform filling height can be adjusted according to the actual situation) it is standard, and controlling
Mark is carried out in stake 6.
I: monitoring the absolute altitude of construction operation platform, and when its absolute altitude is lower than the second specific range of elevation control, second is specific
Distance can be 20cm, and backfill sea sand is simultaneously compacted, until the absolute altitude of operating platform is to elevation control.
J: repeating step I, until engineering terminates.
K: after engineering, excavating construction operation platform, and restores the regional 1 original place looks of deep peat soil, does not influence original
The function of flood discharge water storage.
The scope of protection of the present invention is not limited to this.Those skilled in the art are made equivalent on the basis of the present invention
Substitution or transformation, it is within the scope of the present invention.Protection scope of the present invention is subject to claims.
Claims (9)
1. a kind of construction method of deep peat soil area construction operation platform, which comprises the steps of:
A: hard ground at one is found in deep peat soil area, the hard ground can bear the weight of digging machine；
B: the construction area of construction operation platform delimited between the hard ground and construction point；
C: the digging machine is moved on the hard ground；
D: in the range of the horn of the digging machine, roadbed slot is excavated along the path of the construction area；
E: geotextiles are laid in the roadbed trench bottom；
F: backfilling sea sand into the roadbed slot, forms primary platform, and the primary platform can bear the weight of the digging machine；
G: the digging machine is moved on previous step primary platform obtained；
H: repeating step D ~ G, until completing primary platform whole in the construction area；
Wherein, in steph, after every primary platform for completing the first specific range length, sea sand is backfilled above primary platform
And be compacted, form construction operation platform.
2. the construction method of deep peat soil area construction operation platform as described in claim 1, which is characterized in that described the
One specific range is 40 ~ 60m.
3. the construction method of deep peat soil area as described in claim 1 construction operation platform, which is characterized in that further include
Following steps:
I: monitoring the absolute altitude of construction operation platform, when its absolute altitude is lower than the second specific range of elevation control, backfills sea sand and presses
In fact, up to the absolute altitude of operating platform to elevation control；
J: repeating step I, until engineering terminates.
4. the construction method of deep peat soil area construction operation platform as claimed in claim 3, which is characterized in that described the
Two specific ranges are 20cm.
5. the construction method of deep peat soil area as claimed in claim 3 construction operation platform, which is characterized in that step J
Later further include following steps:
K: after engineering, excavating construction operation platform, and restores deep peat soil area original place looks.
6. the construction method of deep peat soil area as described in claim 1 construction operation platform, which is characterized in that the step
Further include following steps between rapid B and C:
S1: multiple control stakes are arranged along the path of the construction area, also, the multiple control stake is distributed in the construction area
The two sides in domain.
7. the construction method of deep peat soil area as claimed in claim 6 construction operation platform, which is characterized in that the step
In rapid S1: along the path direction of the construction area, the two neighboring control stake spacing is third specific range.
8. the construction method of deep peat soil area as claimed in claim 7 construction operation platform, which is characterized in that the step
In rapid S1: if the path of the construction area is straightway, the third specific range is 20m, if, the construction area
Path is curved section, and the third specific range is 10m.
9. the construction method of deep peat soil area as described in claim 1 construction operation platform, which is characterized in that the step
In rapid H, after every primary platform for completing the first specific range length, backfills sea sand several times above primary platform and is compacted,
Until reaching elevation control, construction operation platform is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811010277.7A CN109083122B (en) | 2018-08-31 | 2018-08-31 | Construction method of construction operation platform in deep peat soil region |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811010277.7A CN109083122B (en) | 2018-08-31 | 2018-08-31 | Construction method of construction operation platform in deep peat soil region |
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| Publication Number | Publication Date |
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| CN109083122A true CN109083122A (en) | 2018-12-25 |
| CN109083122B CN109083122B (en) | 2020-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811010277.7A Active CN109083122B (en) | 2018-08-31 | 2018-08-31 | Construction method of construction operation platform in deep peat soil region |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930608A (en) * | 2019-03-05 | 2019-06-25 | 云南建投第十二建设有限公司 | A kind of pit earthwork excavation method of peat matter weak soil |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103161109A (en) * | 2011-12-13 | 2013-06-19 | 中国二十冶集团有限公司 | Method for subgrade filling of peat soil subgrade by sea sand |
| CN104775415A (en) * | 2015-04-03 | 2015-07-15 | 重庆大学 | Working platform for rapidly reinforcing hydraulic reclamation super-soft soil foundation and construction method |
| CN106836175A (en) * | 2017-03-28 | 2017-06-13 | 罗淮东 | It is a kind of suitable for rainy season during cluster well platform construction method |
| CN107675693A (en) * | 2017-09-27 | 2018-02-09 | 中国二十冶集团有限公司 | The soft base comprehensive processing method of road peat soil |
-
2018
- 2018-08-31 CN CN201811010277.7A patent/CN109083122B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103161109A (en) * | 2011-12-13 | 2013-06-19 | 中国二十冶集团有限公司 | Method for subgrade filling of peat soil subgrade by sea sand |
| CN104775415A (en) * | 2015-04-03 | 2015-07-15 | 重庆大学 | Working platform for rapidly reinforcing hydraulic reclamation super-soft soil foundation and construction method |
| CN106836175A (en) * | 2017-03-28 | 2017-06-13 | 罗淮东 | It is a kind of suitable for rainy season during cluster well platform construction method |
| CN107675693A (en) * | 2017-09-27 | 2018-02-09 | 中国二十冶集团有限公司 | The soft base comprehensive processing method of road peat soil |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930608A (en) * | 2019-03-05 | 2019-06-25 | 云南建投第十二建设有限公司 | A kind of pit earthwork excavation method of peat matter weak soil |
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| CN109083122B (en) | 2020-03-27 |
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