CN109441114A - A kind of method for constructing terrace - Google Patents

A kind of method for constructing terrace Download PDF

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Publication number
CN109441114A
CN109441114A CN201811606081.4A CN201811606081A CN109441114A CN 109441114 A CN109441114 A CN 109441114A CN 201811606081 A CN201811606081 A CN 201811606081A CN 109441114 A CN109441114 A CN 109441114A
Authority
CN
China
Prior art keywords
following
constructing terrace
steps
constructing
carried out
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
Application number
CN201811606081.4A
Other languages
Chinese (zh)
Inventor
蔡菲
郑黄
宋恒宾
涂当梧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shougang Shuicheng Iron And Steel (group) Saide Construction Co Ltd
Original Assignee
Shougang Shuicheng Iron And Steel (group) Saide Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shougang Shuicheng Iron And Steel (group) Saide Construction Co Ltd filed Critical Shougang Shuicheng Iron And Steel (group) Saide Construction Co Ltd
Priority to CN201811606081.4A priority Critical patent/CN109441114A/en
Publication of CN109441114A publication Critical patent/CN109441114A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention provides a kind of method for constructing terrace, belong to engineering construction field.This method for constructing terrace is the following steps are included: S1. carries out blasting work to basement rock;S2. earth excavation;S3. backfill construction;Wherein, alternately, one in step S2 or step S1 carries out simultaneously with step S3 by step S1 and step S2.The method for constructing terrace provided through the invention excavates work and blasting work carries out simultaneously in construction, is particularly suitable for the piece of smooth land construction of large area, is conducive to accelerate the duration.

Description

A kind of method for constructing terrace
Technical field
The present invention relates to engineering construction fields, in particular to a kind of method for constructing terrace.
Background technique
In the processs of construction such as parking lot, court, it is often necessary to using method for constructing terrace go to build one it is wide flat Ground.Rough place to be onstructed is trimmed to flat ground by floor construction.
In the prior art, floor construction needs the work such as excavated, backfilled according to topography feature.It is difficult between a work Cooperated.For large-scale floor construction, work progress needs to expend the very long duration, it is difficult to adapt to the requirement of tight duration.
Summary of the invention
The present invention provides a kind of method for constructing terrace, it is intended to solve above-mentioned existing for method for constructing terrace in the prior art Problem.
The present invention is implemented as follows:
A kind of method for constructing terrace, comprising the following steps:
S1. blasting work is carried out to basement rock;
S2. earth excavation;
S3. backfill construction;
Wherein, alternately, one in step S2 or step S1 carries out simultaneously with step S3 by step S1 and step S2.It is logical Method for constructing terrace provided by the invention is crossed, in construction, work is excavated and blasting work carries out simultaneously, be particularly suitable for big face Long-pending piece of smooth land construction, is conducive to accelerate the duration.
In preferred embodiment of the invention, in step sl, comprising the following steps:
S11. earth's surface miscellaneous fill, clay and decayed rock are removed, basement rock carries out operation using elementary errors standing method.
In preferred embodiment of the invention, in step sl, comprising the following steps:
S12. for exposed hard stone, using mechanical perforating explosion, step S2 then is carried out to the region after explosion.
In preferred embodiment of the invention, in step s3, comprising the following steps:
S31. the default water to banket in region of discharge.
It is in step s3, further comprising the steps of in preferred embodiment of the invention:
S32. paving soil and compacting are carried out to default region of banketing.
In preferred embodiment of the invention, in step s 32, comprising the following steps:
S321. every layer of paving soil thickness range is 500mm-800mm.
The present invention, by limiting paving soil thickness range, can guarantee consolidation effect, and energy using in construction method Enough obtain faster speed of application.
In preferred embodiment of the invention, in step s 32, comprising the following steps:
S322. no less than 6 times compacting work is carried out using the road roller not less than 15 tons.
The beneficial effects of the present invention are: the method for constructing terrace that the present invention obtains by above-mentioned design is excavated in construction Work and blasting work carry out simultaneously, are particularly suitable for the piece of smooth land construction of large area, are conducive to accelerate the duration.
Specific embodiment
To keep the purposes, technical schemes and advantages of embodiment of the present invention clearer, implement below in conjunction with the present invention The technical solution in embodiment of the present invention is clearly and completely described in content in mode, it is clear that described reality The mode of applying is some embodiments of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ability Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to the present invention The range of protection.Therefore, the detailed description of the embodiments of the present invention provided in the content is not intended to limit below and is wanted The scope of the present invention of protection is sought, but is merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, Every other embodiment obtained by those of ordinary skill in the art without making creative efforts belongs to this Invent the range of protection.
Embodiment
Present embodiments provide a kind of method for constructing terrace comprising following steps:
S1. blasting work is carried out to basement rock;
S2. earth excavation;
S3. backfill construction;
Wherein, alternately, one in step S2 or step S1 carries out simultaneously with step S3 by step S1 and step S2.It is logical Method for constructing terrace provided by the invention is crossed, in construction, work is excavated and blasting work carries out simultaneously, be particularly suitable for big face Long-pending piece of smooth land construction, is conducive to accelerate the duration.
Further, in step sl, comprising the following steps:
S11. earth's surface miscellaneous fill, clay and decayed rock are removed, basement rock carries out operation using elementary errors standing method.
In preferred embodiment of the invention, in step sl, comprising the following steps:
S12. for exposed hard stone, using mechanical perforating explosion, step S2 then is carried out to the region after explosion.
Further, in step s3, comprising the following steps:
S31. the default water to banket in region of discharge.
It is in step s3, further comprising the steps of in preferred embodiment of the invention:
S32. paving soil and compacting are carried out to default region of banketing.
Further, in step s 32, comprising the following steps:
S321. every layer of paving soil thickness range is 500mm-800mm.
The present invention, by limiting paving soil thickness range, can guarantee consolidation effect, and energy using in construction method Enough obtain faster speed of application.
Further, in step s 32, comprising the following steps:
S322. no less than 6 times compacting work is carried out using the road roller not less than 15 tons.
The foregoing is merely the preferred embodiment of the present invention, are not intended to restrict the invention, for this field For technical staff, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (7)

1. a kind of method for constructing terrace, which comprises the following steps:
S1. blasting work is carried out to basement rock;
S2. earth excavation;
S3. backfill construction;
Wherein, alternately, one in step S3 or step S1 carries out simultaneously with step S2 by step S1 and step S2.
2. method for constructing terrace according to claim 1, which is characterized in that in the step S1, comprising the following steps:
S11. earth's surface miscellaneous fill, clay and decayed rock are removed, basement rock carries out operation using elementary errors standing method.
3. method for constructing terrace according to claim 1, which is characterized in that in the step S1, comprising the following steps:
S12. for exposed hard stone, using mechanical perforating explosion, step S2 then is carried out to the region after explosion.
4. method for constructing terrace according to claim 1, which is characterized in that in the step S3, comprising the following steps:
S31. the default water to banket in region of discharge.
5. method for constructing terrace according to claim 4, which is characterized in that further include following step in the step S3 It is rapid:
S32. paving soil and compacting are carried out to default region of banketing.
6. method for constructing terrace according to claim 5, which is characterized in that in the step S32, including following step It is rapid:
S321. every layer of paving soil thickness range is 500mm-800mm.
7. method for constructing terrace according to claim 6, which is characterized in that in the step S32, including following step It is rapid:
S322. no less than 6 times compacting work is carried out using the road roller not less than 15 tons.
CN201811606081.4A 2018-12-26 2018-12-26 A kind of method for constructing terrace Pending CN109441114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811606081.4A CN109441114A (en) 2018-12-26 2018-12-26 A kind of method for constructing terrace

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811606081.4A CN109441114A (en) 2018-12-26 2018-12-26 A kind of method for constructing terrace

Publications (1)

Publication Number Publication Date
CN109441114A true CN109441114A (en) 2019-03-08

Family

ID=65538203

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811606081.4A Pending CN109441114A (en) 2018-12-26 2018-12-26 A kind of method for constructing terrace

Country Status (1)

Country Link
CN (1) CN109441114A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150077245A (en) * 2013-12-27 2015-07-07 이종호 Construction method of functional Masato stadium
CN105926631A (en) * 2016-05-06 2016-09-07 中铁大桥局集团第五工程有限公司 Construction method for excavating bridge foundation pit in steep rock surface
CN107137913A (en) * 2017-04-26 2017-09-08 南京汉威体育工程实业有限公司 Tennis court and the construction technology in tennis court
CN108978385A (en) * 2018-06-13 2018-12-11 中国水利水电第九工程局有限公司 A kind of roadbed construction method on the road Tong Cun

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150077245A (en) * 2013-12-27 2015-07-07 이종호 Construction method of functional Masato stadium
CN105926631A (en) * 2016-05-06 2016-09-07 中铁大桥局集团第五工程有限公司 Construction method for excavating bridge foundation pit in steep rock surface
CN107137913A (en) * 2017-04-26 2017-09-08 南京汉威体育工程实业有限公司 Tennis court and the construction technology in tennis court
CN108978385A (en) * 2018-06-13 2018-12-11 中国水利水电第九工程局有限公司 A kind of roadbed construction method on the road Tong Cun

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
卿三惠等: "《工程项目施工组织设计范例》", 31 October 2014, 中国铁道出版社 *

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Application publication date: 20190308

RJ01 Rejection of invention patent application after publication