CN109989410A - A kind of side slope block slabstone masonry positioning mold and building method - Google Patents
A kind of side slope block slabstone masonry positioning mold and building method Download PDFInfo
- Publication number
- CN109989410A CN109989410A CN201910229491.XA CN201910229491A CN109989410A CN 109989410 A CN109989410 A CN 109989410A CN 201910229491 A CN201910229491 A CN 201910229491A CN 109989410 A CN109989410 A CN 109989410A
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- CN
- China
- Prior art keywords
- formwork assembly
- flexible formwork
- side slope
- slabstone
- positioning
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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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of side slopes to build slabstone masonry positioning mold and building method, including is equipped with height-adjustable Flexible formwork assembly between the construction spaced positioning peg board of position line, adjacent positioned peg board.Joggle is used between the Flexible formwork assembly and positioning peg board.The Flexible formwork assembly includes plane template and circular formwork.The Flexible formwork assembly uses lightweight material.Inventive die is light-duty material and uses riveting process, manually be can be operated, and assembling is quick, efficient.The present invention can not only be used as mold, moreover it is possible to be used as altitude scale is built, and be can adapt to masonry structure of different shapes, guarantee masonry construction surface smoothness, be conducive to improve operating efficiency, guarantee construction quality.
Description
Technical field
The present invention relates to a kind of roadbed side slopes to build slabstone masonry positioning mold and building method.
Background technique
High-speed rail side slope, there are two effects: first is that protection high-speed rail safety, second is that beautification surrounding enviroment.Therefore, in engineering,
Side slope shape, the construction quality of size propose high request.
In the construction of high-speed rail roadbed side slope, conventional construction process flow is: construction lofting → artificial clear slope → chisel cut or
Embedding benefit slope surface to smooth → code builds prefabricated → time soil and shakeouts → side slope protection.Wherein, multiple processes all refer to Slope Shape and
The accuracy of size, such as: construction lofting, artificial clear slope, chisel is cut or embedding benefit slope surface to smooth, code builds prefabricated, time soil and shakeouts work
Industry.
However, each process takes different sizes, shape method of determination in current construction, lead to operation or work standard not
Unanimously, the problems such as operation is more, labor service waste is big are repeated.
Meanwhile having a large amount of arcuate shape in side slope, in traditional handicraft, special control is not designed for Arc slope
Tool and engineering method targetedly solve, it is easier to the problems such as operating efficiency is low, quality assurance is poor occur.
Summary of the invention
The object of the present invention is to provide a kind of side slopes to build slabstone masonry positioning mold and building method.
For achieving the above object, the technical scheme is that a kind of side slope builds slabstone masonry positioning mold, packet
It includes and is equipped with height-adjustable Flexible formwork assembly between the construction spaced positioning peg board of position line, adjacent positioned peg board.
Further, joggle is used between the Flexible formwork assembly and positioning peg board.
Further, the Flexible formwork assembly includes plane template and circular formwork.
Further, the Flexible formwork assembly uses lightweight material.
A kind of side slope block slabstone building method, comprising the following steps:
Step 1, smooth side slope ground；
Step 2 releases construction position line in side slope；
Step 3 will position peg board embedment ground along construction position line；
Step 4, selected shape Flexible formwork assembly corresponding with construction position line line style are riveted on respectively between corresponding positioning peg board, and
According to the distance of construction height adjustment Flexible formwork assembly upper surface to ground；
Step 5 pours bed course between mounted positioning mold；
Step 6, after bed course intensity reaches design requirement, according to build height adjustment Flexible formwork assembly upper surface to ground away from
From；
Step 7 builds slabstone to Flexible formwork assembly upper surface along Flexible formwork assembly, and construction finishes.
The beneficial effects of the present invention are: inventive die is light-duty material and uses riveting process, manually can be operated, group
Dress is quick, efficient.The present invention can not only be used as mold, moreover it is possible to be used, and be can adapt to as altitude scale is built
Masonry structure of different shapes guarantees masonry construction surface smoothness, is conducive to improve operating efficiency, guarantees construction quality.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Specific embodiment
Below in conjunction with attached drawing, technical scheme in the embodiment of the invention is clearly and completely described.
It builds as shown in Figure 1, a kind of side slope builds slabstone with positioning mold, including the edge construction spaced positioning of position line
Peg board 1 is equipped with height-adjustable Flexible formwork assembly 2 between adjacent positioned peg board 1.Tenon is used between the Flexible formwork assembly 2 and positioning peg board 1
It connects.The Flexible formwork assembly 2 includes plane template and circular formwork.The Flexible formwork assembly 2 uses lightweight material.
Above-mentioned positioning mold is light-duty material and uses riveting process, manually be can be operated, and assembling is quick, efficient.Not only
It can be used as mold, moreover it is possible to be used as altitude scale is built, and can adapt to masonry structure of different shapes, guaranteed
Masonry construction surface smoothness is conducive to improve operating efficiency, guarantees construction quality.By the following method to above-mentioned positioning mold
It is specifically described.
A method of side slope, which is built, using above-mentioned positioning mold builds slabstone, comprising the following steps:
Step 1, smooth side slope ground；
Step 2 releases construction position line in side slope；
Step 3 will position the embedment of peg board 1 ground along construction position line；
Step 4, selected shape Flexible formwork assembly 2 corresponding with construction position line line style are riveted on respectively between corresponding positioning peg board 1,
And according to the distance of construction height adjustment 2 upper surface of Flexible formwork assembly to ground；
Step 5 pours bed course between mounted positioning mold；
Step 6, after bed course intensity reaches design requirement, according to build height adjustment Flexible formwork assembly 2 upper surface to ground away from
From；
Step 7 builds slabstone to Flexible formwork assembly upper surface along Flexible formwork assembly 2, and construction finishes.
Described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based on the present invention
In embodiment, every other implementation obtained by those of ordinary skill in the art without making creative efforts
Example, belongs to the scope of the present invention.
Claims (5)
1. a kind of side slope is built slabstone and is built with positioning mold, which is characterized in that including along the spaced positioning of position line of constructing
Peg board is equipped with height-adjustable Flexible formwork assembly between adjacent positioned peg board.
2. using positioning mold as a kind of above-mentioned side slope of claim 1 is built slabstone and built, which is characterized in that the Flexible formwork assembly and
Joggle is used between positioning peg board.
3. building slabstone such as a kind of above-mentioned side slope of claim 1 to build with positioning mold, which is characterized in that the Flexible formwork assembly packet
Include plane template and circular formwork.
4. building slabstone such as a kind of above-mentioned side slope of claim 1 to build with positioning mold, which is characterized in that the Flexible formwork assembly is adopted
Use lightweight material.
5. a kind of side slope builds slabstone building method, which is characterized in that using the positioning mold as described in claim 1-4 is any, packet
Include following steps:
Step 1, smooth side slope ground；
Step 2 releases construction position line in side slope；
Step 3 will position peg board embedment ground along construction position line；
Step 4, selected shape Flexible formwork assembly corresponding with construction position line line style are riveted on respectively between corresponding positioning peg board, and
According to the distance of construction height adjustment Flexible formwork assembly upper surface to ground；
Step 5 pours bed course between mounted positioning mold；
Step 6, after bed course intensity reaches design requirement, according to build height adjustment Flexible formwork assembly upper surface to ground away from
From；
Step 7 builds slabstone to Flexible formwork assembly upper surface along Flexible formwork assembly, and construction finishes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910229491.XA CN109989410B (en) | 2019-03-25 | 2019-03-25 | Positioning die for building slope rubble and building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910229491.XA CN109989410B (en) | 2019-03-25 | 2019-03-25 | Positioning die for building slope rubble and building method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109989410A true CN109989410A (en) | 2019-07-09 |
| CN109989410B CN109989410B (en) | 2021-04-02 |
Family
ID=67131356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910229491.XA Active CN109989410B (en) | 2019-03-25 | 2019-03-25 | Positioning die for building slope rubble and building method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109989410B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2853906Y (en) * | 2005-12-13 | 2007-01-03 | 北京市建筑工程研究院 | Combined steel formwork special for gradual warping slope |
| CN101250877A (en) * | 2007-10-19 | 2008-08-27 | 秦瑞青 | Sliding form parallel translation concrete lining machine as well as construction method thereof |
| JP4979789B2 (en) * | 2010-04-14 | 2012-07-18 | 株式会社国土再生研究所 | Construction method of stair-permeable permeable retaining fence |
| CN202543962U (en) * | 2012-02-29 | 2012-11-21 | 中冶天工上海十三冶建设有限公司 | Seat pulp mold for equipment installation |
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN103774841A (en) * | 2012-10-23 | 2014-05-07 | 中国葛洲坝集团股份有限公司 | Track type sliding formwork device |
| CN105926573A (en) * | 2016-06-24 | 2016-09-07 | 安徽徽风新型合成材料有限公司 | Multi-layer tensile type composite for geocell |
| CN206625555U (en) * | 2017-04-07 | 2017-11-10 | 中国水利水电第五工程局有限公司 | A kind of irregular domatic patch slope concrete construction formwork system |
| CN108060619A (en) * | 2017-11-28 | 2018-05-22 | 安徽徽风新型合成材料有限公司 | A kind of height-adjustable geotechnical grid |
| CN108517838A (en) * | 2018-06-08 | 2018-09-11 | 长江南京航道工程局 | A kind of throwing reason stone concrete facing structure and its construction method |
-
2019
- 2019-03-25 CN CN201910229491.XA patent/CN109989410B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2853906Y (en) * | 2005-12-13 | 2007-01-03 | 北京市建筑工程研究院 | Combined steel formwork special for gradual warping slope |
| CN101250877A (en) * | 2007-10-19 | 2008-08-27 | 秦瑞青 | Sliding form parallel translation concrete lining machine as well as construction method thereof |
| JP4979789B2 (en) * | 2010-04-14 | 2012-07-18 | 株式会社国土再生研究所 | Construction method of stair-permeable permeable retaining fence |
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| CN202543962U (en) * | 2012-02-29 | 2012-11-21 | 中冶天工上海十三冶建设有限公司 | Seat pulp mold for equipment installation |
| CN103774841A (en) * | 2012-10-23 | 2014-05-07 | 中国葛洲坝集团股份有限公司 | Track type sliding formwork device |
| CN103352444A (en) * | 2013-07-18 | 2013-10-16 | 管大为 | Lattice type river bank revetment structure and construction method thereof |
| CN105926573A (en) * | 2016-06-24 | 2016-09-07 | 安徽徽风新型合成材料有限公司 | Multi-layer tensile type composite for geocell |
| CN206625555U (en) * | 2017-04-07 | 2017-11-10 | 中国水利水电第五工程局有限公司 | A kind of irregular domatic patch slope concrete construction formwork system |
| CN108060619A (en) * | 2017-11-28 | 2018-05-22 | 安徽徽风新型合成材料有限公司 | A kind of height-adjustable geotechnical grid |
| CN108517838A (en) * | 2018-06-08 | 2018-09-11 | 长江南京航道工程局 | A kind of throwing reason stone concrete facing structure and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109989410B (en) | 2021-04-02 |
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