CN110273431A - A kind of construction method of the column of the belt conveyer in high landfill area - Google Patents
A kind of construction method of the column of the belt conveyer in high landfill area Download PDFInfo
- Publication number
- CN110273431A CN110273431A CN201910658732.2A CN201910658732A CN110273431A CN 110273431 A CN110273431 A CN 110273431A CN 201910658732 A CN201910658732 A CN 201910658732A CN 110273431 A CN110273431 A CN 110273431A
- Authority
- CN
- China
- Prior art keywords
- column
- compacting
- belt conveyer
- isolated footing
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 35
- 239000002689 soil Substances 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 210000003205 muscle Anatomy 0.000 claims abstract description 8
- 238000005266 casting Methods 0.000 claims abstract description 4
- 238000009416 shuttering Methods 0.000 claims description 6
- 239000000428 dust Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007592 spray painting technique Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of construction methods of the column of the belt conveyer in high landfill area, comprising the following steps: step 1: digs foundation pit according to construction drawing；Step 2: compacting processing is carried out to the hole bottom of foundation pit；Step 3: in the soil layer for the compacting that the piling bar after the mopping that derusts is squeezed into bottom of foundation ditch；Step 4: concrete cushion is poured according to the requirement of construction drawing；Step 5: baseplate reinforcing bar is laid with according to construction drawing；Column muscle cage is laid with according to construction drawing；Step 6: casting isolated footing；Step 7: casting column；Step 8: backfilled with earth, compacting backfilled with earth in foundation pit.The present invention can be improved the bearing capacity of ground, so that column is able to satisfy the service requirement of belt conveyer；Constructing operation is simple, short construction period, practical, construction noise is smaller, pollution-free, is a kind of economic and environment-friendly energy-efficient based process mode.
Description
Technical field
The invention belongs to technical field of buildings, and in particular to a kind of construction party of the column of the belt conveyer in high landfill area
Method.
Background technique
The trestle of belt conveyer is frame structure, and the belt conveyor which is provided with transhipment coal wants settlement-sensitive
Ask the characteristic value of foundation bearing capacity of only base under column not less than 0.2MPa；After filling region digging in-situ for height, find basis
For miscellaneous fill, building waste, foundation bearing capacity is very low, is not able to satisfy design requirement.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of construction method of the column of the belt conveyer in high landfill area,
The bearing capacity for improving ground, so that column is able to satisfy the service requirement of belt conveyer；The constructing operation of the ground is simple, applies
The work period is short, practical, construction noise is smaller, pollution-free.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of construction method of the column of the belt conveyer in high landfill area, comprising the following steps:
Step 1: foundation pit is dug according to construction drawing；
Step 2: compacting processing is carried out to the hole bottom of foundation pit and forms the plain soil layer of compacting, then detects compacting factor；
Step 3: the piling bar after the mopping that derusts is squeezed into the compacting element soil layer of bottom of foundation ditch；
Step 4: concrete cushion is poured according to the requirement of construction drawing；
Step 5: removing the superficial dust of concrete cushion, is laid with baseplate reinforcing bar net according to construction drawing, and by baseplate reinforcing bar
Net and piling bar are bound；It is laid with column muscle cage according to construction drawing, and column muscle cage and baseplate reinforcing bar net are bound；
Step 6: isolated footing Side shuttering is installed according to the isolated footing size of design；It is poured isolated footing；
Step 7: column Side shuttering is installed according to the column size of design；It is poured column；
Step 8: backfilled with earth, compacting backfilled with earth in foundation pit, and it is poured earth's surface concrete layer.
Further, the compacting factor of the bottom of foundation ditch in the step 2 is not less than 0.94.
Further, the piling bar in the step 3 is distributed in plum blossom-shaped, and the length in plain soil layer is tamped in the piling bar insertion
Greater than 6000mm, the piling bar is inserted into the length in the isolated footing greater than 350mm.
Further, the concrete cushion in the step 4 is poured using C15 concrete.
Further, the isolated footing in the step 6 is in step；The isolated footing is down big up small, the independent base
Plinth is poured using C30 concrete.
Further, the sectional area of the column in the step 7 is smaller than the apex area of isolated footing, and the column uses
The casting of C30 concrete.
Beneficial effects of the present invention: improving the bearing capacity of ground, so that the operation that column is able to satisfy belt conveyer is wanted
It asks；The constructing operation of the ground is simple, short construction period, practical, construction noise is smaller, pollution-free, is a kind of economic ring
Protect energy-efficient based process mode.
Other advantages, target and feature of the invention will be illustrated in the following description to a certain extent, and
And to a certain extent, based on will be apparent to those skilled in the art to investigating hereafter, Huo Zheke
To be instructed from the practice of the present invention.Target of the invention and other advantages can be realized by following specification and
It obtains.
Detailed description of the invention
To make the objectives, technical solutions, and advantages of the present invention clearer, below in conjunction with attached drawing to the present invention make into
The detailed description of one step, in which:
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the arrangement schematic diagram of piling bar；
Fig. 3 is the arrangement schematic diagram of baseplate reinforcing bar net and column joint bar.
Specific embodiment
Hereinafter reference will be made to the drawings, and a preferred embodiment of the present invention will be described in detail.It should be appreciated that preferred embodiment
Only for illustrating the present invention, rather than limiting the scope of protection of the present invention.
As shown in Figure 1-3, a kind of construction method of the column of the belt conveyer in high landfill area, comprising the following steps:
Step 1: foundation pit is dug according to construction drawing；Length and width, depth 2500mm, 2500mm, 1300mm of foundation pit；
Step 2: compacting processing is carried out to the hole bottom of foundation pit and forms the plain soil layer 1 of compacting, then the pressure of plain soil layer is tamped in detection
Real coefficient；
Step 3: the piling bar after the mopping that derusts is squeezed into the compacting element soil layer 1 of bottom of foundation ditch；
Step 4: concrete cushion 2 is poured according to the requirement of construction drawing；
Step 5: removing the superficial dust of concrete cushion 2, is laid with baseplate reinforcing bar net 5 according to construction drawing, and by Bottom Board Steel
Muscle net 5 and piling bar 4 are bound；It is laid with column muscle cage 6 according to construction drawing, and column muscle cage 6 is bound with baseplate reinforcing bar net 5；
Step 6: 3 Side shuttering of isolated footing is installed according to 3 size of isolated footing of design；It is poured isolated footing 3；
Step 7: 7 Side shuttering of column is installed according to 7 size of column of design；It is poured column 7；
Step 8: backfill, compacting backfill in foundation pit.
In the present embodiment, the compacting factor of the bottom of foundation ditch in the step 2 is round-trip using road roller not less than 0.94
It rolls, be compacted hole bottom；Using sand replacement method or the core cutter method detection compacting factor of digging pit.
In the present embodiment, the piling bar 4 in the step 3 is distributed in plum blossom-shaped, and the piling bar 4 is squeezed into the plain soil layer of compacting
Length be greater than 6000mm, the piling bar 4 is inserted into the length in the isolated footing 3 greater than 350mm；First 2# channel steel is derusted and is sprayed
Paint, to Qi Gan；It requires to squeeze into the 12# channel steel after derusting spray painting to compacting element soil using mini-excavator bucket according to construction drawing
Layer 1.
In the present embodiment, the concrete cushion 2 in the step 4 is poured using C15 concrete；The thickness of concrete cushion 2
Degree is greater than 100mm.
In the present embodiment, the isolated footing 3 in the step 6 is in step；The isolated footing 3 is down big up small, described
Isolated footing 3 is poured using C30 concrete.
In the present embodiment, the sectional area of the column 7 in the step 7 is smaller than the apex area of isolated footing, the column
7 are poured using C30 concrete.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of the technical program, should all be covered in the present invention
Scope of the claims in.
Claims (6)
1. a kind of construction method of the column of the belt conveyer in high landfill area, it is characterised in that: the following steps are included:
Step 1: foundation pit is dug according to construction drawing；
Step 2: compacting processing is carried out to the hole bottom of foundation pit and forms the plain soil layer of compacting, then detects compacting factor；
Step 3: the piling bar after the mopping that derusts is squeezed into the compacting element soil layer of bottom of foundation ditch；
Step 4: concrete cushion is poured according to the requirement of construction drawing；
Step 5: removing the superficial dust of concrete cushion, according to construction drawing be laid with baseplate reinforcing bar net, and by baseplate reinforcing bar net with
Piling bar binding；It is laid with column muscle cage according to construction drawing, and column muscle cage and baseplate reinforcing bar net are bound；
Step 6: isolated footing Side shuttering is installed according to the isolated footing size of design；It is poured isolated footing；
Step 7: column Side shuttering is installed according to the column size of design；It is poured column；
Step 8: backfill, compacting backfill in foundation pit.
2. a kind of construction method of the column of the belt conveyer in high landfill area according to claim 1, it is characterised in that:
The compacting factor of bottom of foundation ditch in the step 2 is not less than 0.94.
3. a kind of construction method of the column of the belt conveyer in high landfill area according to claim 1, it is characterised in that:
Piling bar in the step 3 is distributed in plum blossom-shaped, and the piling bar squeezes into the length tamped in plain soil layer and is greater than 6000mm, described
Piling bar is inserted into the length in the isolated footing greater than 350mm.
4. a kind of construction method of the column of the belt conveyer in high landfill area according to claim 1, it is characterised in that:
Concrete cushion in the step 4 is poured using C15 concrete.
5. a kind of construction method of the column of the belt conveyer in high landfill area according to claim 1, it is characterised in that:
Isolated footing in the step 6 is in step；The isolated footing is down big up small, and the isolated footing uses C30 concrete
Casting.
6. a kind of construction method of the column of the belt conveyer in high landfill area according to claim 1, it is characterised in that:
The sectional area of column in the step 7 is smaller than the apex area of isolated footing, and the column is poured using C30 concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658732.2A CN110273431A (en) | 2019-07-22 | 2019-07-22 | A kind of construction method of the column of the belt conveyer in high landfill area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910658732.2A CN110273431A (en) | 2019-07-22 | 2019-07-22 | A kind of construction method of the column of the belt conveyer in high landfill area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110273431A true CN110273431A (en) | 2019-09-24 |
Family
ID=67964848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910658732.2A Pending CN110273431A (en) | 2019-07-22 | 2019-07-22 | A kind of construction method of the column of the belt conveyer in high landfill area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110273431A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2209884C1 (en) * | 2002-01-08 | 2003-08-10 | Кубанский государственный аграрный университет | Method of building foundation for reservoir |
| CN202117068U (en) * | 2011-05-19 | 2012-01-18 | 中国电力科学研究院 | Micropile plate-type composite foundation |
| CN203222809U (en) * | 2013-03-25 | 2013-10-02 | 中国能源建设集团安徽省电力设计院 | Pre-stressed concrete pipe pile foundation for pole and tower of power transmission line |
| CN204849807U (en) * | 2015-07-23 | 2015-12-09 | 山东科技大学 | Fill novel wind -powered electricity generation pylon basis of building rubbish |
| CN105926660A (en) * | 2016-04-27 | 2016-09-07 | 中国水利水电第四工程局有限公司 | Construction method of wind power low pile bearing platform foundation in intertidal zone |
| US20190063030A1 (en) * | 2016-02-29 | 2019-02-28 | Innogy Se | Foundation pile for a wind turbine |
| CN208586630U (en) * | 2018-06-19 | 2019-03-08 | 深圳鹏基园林有限公司 | Pile foundation and the wooden platform with the pile foundation |
| CN109440800A (en) * | 2018-12-18 | 2019-03-08 | 南京工业大学 | A kind of novel peg board composite foundation and construction method |
| CN208701690U (en) * | 2018-07-03 | 2019-04-05 | 绿山高科建设科技有限公司 | Foundation pit of elevator shaft |
| CN109736342A (en) * | 2018-12-28 | 2019-05-10 | 江苏省水利工程科技咨询股份有限公司 | A kind of soil cement mattress layer and its construction method in hydraulic engineering composite foundation |
| CN210315640U (en) * | 2019-07-22 | 2020-04-14 | 重庆众誉材工科技有限公司 | Foundation structure of stand column of belt conveyor in high landfill area |
-
2019
- 2019-07-22 CN CN201910658732.2A patent/CN110273431A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2209884C1 (en) * | 2002-01-08 | 2003-08-10 | Кубанский государственный аграрный университет | Method of building foundation for reservoir |
| CN202117068U (en) * | 2011-05-19 | 2012-01-18 | 中国电力科学研究院 | Micropile plate-type composite foundation |
| CN203222809U (en) * | 2013-03-25 | 2013-10-02 | 中国能源建设集团安徽省电力设计院 | Pre-stressed concrete pipe pile foundation for pole and tower of power transmission line |
| CN204849807U (en) * | 2015-07-23 | 2015-12-09 | 山东科技大学 | Fill novel wind -powered electricity generation pylon basis of building rubbish |
| US20190063030A1 (en) * | 2016-02-29 | 2019-02-28 | Innogy Se | Foundation pile for a wind turbine |
| CN105926660A (en) * | 2016-04-27 | 2016-09-07 | 中国水利水电第四工程局有限公司 | Construction method of wind power low pile bearing platform foundation in intertidal zone |
| CN208586630U (en) * | 2018-06-19 | 2019-03-08 | 深圳鹏基园林有限公司 | Pile foundation and the wooden platform with the pile foundation |
| CN208701690U (en) * | 2018-07-03 | 2019-04-05 | 绿山高科建设科技有限公司 | Foundation pit of elevator shaft |
| CN109440800A (en) * | 2018-12-18 | 2019-03-08 | 南京工业大学 | A kind of novel peg board composite foundation and construction method |
| CN109736342A (en) * | 2018-12-28 | 2019-05-10 | 江苏省水利工程科技咨询股份有限公司 | A kind of soil cement mattress layer and its construction method in hydraulic engineering composite foundation |
| CN210315640U (en) * | 2019-07-22 | 2020-04-14 | 重庆众誉材工科技有限公司 | Foundation structure of stand column of belt conveyor in high landfill area |
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Address after: 400039 No. 20-8, No. 1, Keyuan Third Road, Jiulongpo District, Chongqing Applicant after: Chongqing Zhongyi tonggong Technology Co.,Ltd. Address before: 400039 No. 20-8, No. 1, Keyuan Third Road, Jiulongpo District, Chongqing Applicant before: CHONGQING ZHONGYU MATERIAL ENGINEERING TECHNOLOGY Co.,Ltd. |
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Effective date of registration: 20220325 Address after: 401254 Yanjia Chuanwei factory, Changshou District, Chongqing Applicant after: Chongqing Chuanwei Petrochemical Engineering Co.,Ltd. Address before: 400039 No. 20-8, No. 1, Keyuan Third Road, Jiulongpo District, Chongqing Applicant before: Chongqing Zhongyi tonggong Technology Co.,Ltd. |
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