CN109989410B - Positioning die for building slope rubble and building method - Google Patents
Positioning die for building slope rubble and building method Download PDFInfo
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- CN109989410B CN109989410B CN201910229491.XA CN201910229491A CN109989410B CN 109989410 B CN109989410 B CN 109989410B CN 201910229491 A CN201910229491 A CN 201910229491A CN 109989410 B CN109989410 B CN 109989410B
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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
Abstract
The invention discloses a positioning die for building slope rubble and a building method. And the flexible template and the positioning pile plates are in joggle joint. The flexible template comprises a plane template and a curved surface template. The flexible template is made of light materials. The die is made of light materials, can be operated manually by adopting a riveting process, and is quick and efficient to assemble. The invention not only can be used as a mould, but also can be used as a building height scale, and can be suitable for masonry structures with different shapes, thereby ensuring the surface smoothness of the building structure, being beneficial to improving the operation efficiency and ensuring the construction quality.
Description
Technical Field
The invention relates to a positioning die for building roadbed slope rubble and a building method.
Background
High-speed railway side slope has two effects: firstly, the safety of the high-speed rail is protected, and secondly, the surrounding environment is beautified. Therefore, in engineering, high requirements are put on the construction quality of the shape and the size of the side slope.
In the construction of the high-speed railway foundation side slope, the conventional construction process flow is as follows: construction lofting → artificial slope clearing → chiseling or slope surface embedding to be smooth → piling and prefabricating → soil returning and flattening → slope protection. Wherein, a plurality of processes all involve the precision of side slope shape and size, for example: construction lofting, manual slope cleaning, chiseling or slope surface inlaying to be smooth, piling and prefabricating, soil returning and flattening and the like.
However, in the current construction, the working standards are inconsistent, the repeated work is more, the labor waste is large and the like because the working procedures adopt different size and shape determining modes.
Meanwhile, the side slope has a large number of arc shapes, and in the traditional process, no special jig and method are designed for the arc side slope to solve the problem that the operation efficiency is low, the quality guarantee is poor and the like easily.
Disclosure of Invention
The invention aims to provide a positioning die for building a side slope rubble and a building method.
In order to achieve the purpose, the technical scheme of the invention is as follows: a method for building side slope sheet stones comprises positioning pile plates arranged at intervals along a construction positioning line, wherein flexible templates with adjustable heights are arranged between adjacent positioning pile plates; the flexible template and the positioning pile plates are in joggle joint;
the masonry stone building method comprises the following steps:
step 3, burying the positioning pile plate into the ground along the construction positioning line;
step 4, selecting flexible templates with shapes corresponding to the linear type of the construction positioning line, respectively riveting the flexible templates between corresponding positioning pile plates, and adjusting the distance from the upper end surface of each flexible template to the ground according to the construction height;
step 5, pouring a cushion layer between the installed positioning molds;
step 6, after the strength of the cushion layer meets the design requirement, adjusting the distance from the upper end surface of the flexible template to the ground according to the masonry height;
and 7, building the masonry rubbles along the flexible template to the upper end face of the flexible template, and finishing construction.
Further, the flexible template comprises a plane template and a curved template.
Furthermore, the flexible template is made of light materials.
The invention has the beneficial effects that: the die is made of light materials, can be operated manually by adopting a riveting process, and is quick and efficient to assemble. The invention not only can be used as a mould, but also can be used as a building height scale, and can be suitable for masonry structures with different shapes, thereby ensuring the surface smoothness of the building structure, being beneficial to improving the operation efficiency and ensuring the construction quality.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.
As shown in figure 1, the positioning mould for side slope masonry of rubble comprises positioning pile plates 1 arranged at intervals along a construction positioning line, and flexible formworks 2 with adjustable height are arranged between the adjacent positioning pile plates 1. And the flexible template 2 and the positioning pile plate 1 are in joggle joint. The flexible template 2 comprises a plane template and a curved template. The flexible template 2 is made of light materials.
The positioning die is made of light materials and adopts a riveting process, so that the positioning die can be operated manually, and is quick and efficient to assemble. Not only can regard as the mould to use, can also regard as the altitude scale of building by laying bricks or stones to use, can adapt to the masonry structure of different shapes moreover, guarantee to build by laying bricks or stones the structure surface roughness, be favorable to improving the operating efficiency, guarantee construction quality. The positioning mold will be specifically described by the following method.
A method for building slope masonry with the positioning mold comprises the following steps:
step 3, burying the positioning pile plate 1 into the ground along a construction positioning line;
step 4, selecting flexible templates 2 with shapes corresponding to the linear type of the construction positioning line, respectively riveting the flexible templates between the corresponding positioning pile plates 1, and adjusting the distance from the upper end faces of the flexible templates 2 to the ground according to the construction height;
step 5, pouring a cushion layer between the installed positioning molds;
step 6, after the cushion strength meets the design requirement, adjusting the distance from the upper end surface of the flexible template 2 to the ground according to the masonry height;
and 7, building the masonry rubbles along the flexible template 2 to the upper end face of the flexible template, and finishing construction.
The described embodiments are only some embodiments of the invention, not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the scope of the present invention.
Claims (3)
1. A side slope sheet stone building method is characterized by comprising positioning pile plates arranged at intervals along a construction positioning line, wherein flexible templates with adjustable heights are arranged between adjacent positioning pile plates; the flexible template and the positioning pile plates are in joggle joint;
the masonry stone building method comprises the following steps:
step 1, leveling the slope ground;
step 2, releasing a construction positioning line on the side slope;
step 3, burying the positioning pile plate into the ground along the construction positioning line;
step 4, selecting flexible templates with shapes corresponding to the linear type of the construction positioning line, respectively riveting the flexible templates between corresponding positioning pile plates, and adjusting the distance from the upper end surface of each flexible template to the ground according to the construction height;
step 5, pouring a cushion layer between the installed positioning molds;
step 6, after the strength of the cushion layer meets the design requirement, adjusting the distance from the upper end surface of the flexible template to the ground according to the masonry height;
and 7, building the masonry rubbles along the flexible template to the upper end face of the flexible template, and finishing construction.
2. The method of slope masonry stone masonry according to claim 1 wherein said flexible forms include planar forms and curved forms.
3. The method of slope masonry stone masonry according to claim 1 wherein said flexible form is of lightweight material.
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 CN109989410A (en) | 2019-07-09 |
| CN109989410B true CN109989410B (en) | 2021-04-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910229491.XA Active CN109989410B (en) | 2019-03-25 | 2019-03-25 | Positioning die for building slope rubble and building method |
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| CN (1) | CN109989410B (en) |
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| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
| CN102900088B (en) * | 2011-07-26 | 2015-01-21 | 王建军 | Cast-in-place ecological slope protection 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 |
| 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 |
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2019
- 2019-03-25 CN CN201910229491.XA patent/CN109989410B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
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| CN109989410A (en) | 2019-07-09 |
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