CN105586853B - A kind of combined concrete sash bank protection and its construction method - Google Patents

A kind of combined concrete sash bank protection and its construction method Download PDF

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Publication number
CN105586853B
CN105586853B CN201510900273.6A CN201510900273A CN105586853B CN 105586853 B CN105586853 B CN 105586853B CN 201510900273 A CN201510900273 A CN 201510900273A CN 105586853 B CN105586853 B CN 105586853B
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China
Prior art keywords
bank protection
cushion block
main piece
precast concrete
square
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CN201510900273.6A
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Chinese (zh)
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CN105586853A (en
Inventor
于广
于文江
翟晓莉
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Qiqihar City Fangda New Building Materials Co ltd
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Individual
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a kind of combined concrete sash bank protection and its construction method, assembling-type precast concrete sash protective slope structure includes main piece and cushion block.Main piece similar to rectangular parallelepiped structure, the end face of cuboid is formed by two orthogonal end faces respectively, and the plane perpendicular of two end faces and cuboid;Cushion block is made up of the square matrix of (or rectangle) and the boss of 4 squares (or rectangle).Cushion block is square to be distributed on dykes and dams, the interval of cushion block and main piece of equal length.Main piece is placed between every two pieces of cushion blocks, forms precast concrete sash bank protection.There is the present invention quality easily to ensure, can large-area construction, the advantage of short time limit, while it is preferable to be adapted to foundation deformation ability, construction is simple, it is easy to maintain, investment is smaller many advantages, such as.

Description

A kind of combined concrete sash bank protection and its construction method
Technical field
The present invention relates to a kind of precast concrete product to be used for bank protection, belongs to engineering material.
Background technology
At present, in existing protecting slope of dam project, more using cast-in-place concrete, the coagulation penus plastic concrete, have Mobility, and dykes and dams have the gradient, so difficulty of construction is very big, process is very cumbersome, and construction cost is high, and operating efficiency is low, work The shortcomings of Cheng Zhiliang is difficult to ensure that, and can only be constructed in summer, and winter can not construct.
The content of the invention
Good it is an object of the invention to provide a kind of integral coherence, production and construction cost are relatively low, and operating efficiency is high, and And the pre-cast concrete products easily examined of construction quality and its construction method.
The technical scheme that the present invention takes is as follows:
A kind of combined concrete sash bank protection and its construction method, it is characterized in that:Assembling-type precast concrete sash is protected Slope structure includes main piece of precast concrete sash bank protection and precast concrete sash bank protection cushion block.Precast concrete sash bank protection master Block, as shown in figure 1, middle part is rectangular parallelepiped structure, the end face of cuboid is respectively by two orthogonal main piece of end faces (2), (3) Formed, and main piece of end face (2), (3) and the plane perpendicular of cuboid.Precast concrete sash bank protection cushion block, as shown in Fig. 2 Precast concrete sash bank protection cushion block is made up of the cushion block matrix (4) and 4 square cushion block boss (5) of square.4 just Square cushion block boss is located at the corner of cushion block body upper surface, the groove width formed between the square cushion block boss of homonymy two Match with the width of concrete prefabricated main piece of sash bank protection.During construction, precast concrete bank protection cushion block is square to be distributed in On dykes and dams, the interval of precast concrete bank protection cushion block and the equal length of main piece of precast concrete slope protection block.Every two pieces prefabricated Main piece of precast concrete bank protection is placed between concrete revetment cushion block, forms precast concrete sash bank protection, as shown in Figure 3.
Beneficial effects of the present invention are as follows:
Compared with traditional cast-in-place concrete bank protection, main piece of assembling-type precast coagulation sash bank protection and cushion block derive from enterprise Mass mechanized production is processed, and the property indices of product easily detect, and the quality of precast concrete sash can ensure, because This, there is precast concrete sash bank protection quality easily to ensure, can large-area construction, the advantage of short time limit, while be adapted to ground Base deformability is preferable, and the features such as deformation as caused by frost heave, differential settlement, construction is simple, easy to maintain, investment is smaller etc. Plurality of advantages.
Brief description of the drawings
Fig. 1 is main piece of the assembling-type precast concrete sash bank protection of patent of the present invention.
Fig. 2 is the assembling-type precast concrete sash slope protection bedding course block of patent of the present invention.
Fig. 3 is the assembling-type precast concrete sash bank protection planar effect picture of patent of the present invention.
Wherein:(1) block bar face based on, block end face based on (2) and (3), (4) are cushion block matrix, and (5) are cushion block boss.
Embodiment:
Assembling-type precast concrete sash protective slope structure, including main piece of precast concrete sash bank protection and precast concrete frame Lattice bank protection cushion block.
Main piece of precast concrete sash bank protection, as shown in figure 1, main piece of middle part of precast concrete sash bank protection is cuboid knot Structure, the end face of cuboid are formed by two orthogonal main piece of end faces (2), (3) respectively, and main piece of end face (2), (3) with The plane perpendicular of cuboid.
Precast concrete sash bank protection cushion block, as shown in Fig. 2 cushion block of the precast concrete sash bank protection cushion block by square Matrix (4) and 4 square cushion block boss (5) compositions.4 square cushion block boss are located at the four of cushion block body upper surface Angle, the width phase of main piece of groove width and the precast concrete sash bank protection of the formation between the square cushion block boss of homonymy two Match somebody with somebody.
The construction method of assembling-type precast concrete sash bank protection, according to the design requirement of protecting slope of dam, designs and meets Main piece of the assembling-type precast concrete sash bank protection of quality requirement and the specific size of concrete sash slope protection bedding course block, it is pre- during construction Concrete sash slope protection bedding course block processed is square to be distributed on dykes and dams, and the interval of precast concrete sash bank protection cushion block is mixed with prefabricated Coagulate the equal length of native main piece of sash bank protection.Precast concrete sash is placed between every two blocks of precast concretes sash bank protection cushion block Main piece of bank protection, precast concrete sash bank protection is formed, as shown in Figure 3.

Claims (1)

1. a kind of combined concrete sash bank protecting component, it is characterized in that:Assembling-type precast concrete sash protective slope structure includes Main piece and cushion block;Main piece of precast concrete sash bank protection, middle part are rectangular parallelepiped structure, and the end face of cuboid is mutual by two respectively Main piece of end face (2) vertically, (3) are formed, and main piece of end face (2), (3) and the plane perpendicular of cuboid;Precast concrete frame Lattice bank protection cushion block, it is made up of the cushion block matrix (4) and 4 square cushion block boss (5) of square, 4 square pads Block boss is located at the corner of body upper surface, the groove width formed between the square cushion block boss of homonymy two with it is concrete prefabricated The width that main piece of sash bank protection matches;Precast concrete bank protection cushion block is square during construction is distributed on dykes and dams, prefabricated mixed Coagulate the interval of native bank protection cushion block and the equal length of main piece of precast concrete bank protection;Between every two blocks of precast concretes bank protection cushion block Main piece of precast concrete bank protection is placed, forms precast concrete sash bank protection.
CN201510900273.6A 2015-12-06 2015-12-06 A kind of combined concrete sash bank protection and its construction method Active CN105586853B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510900273.6A CN105586853B (en) 2015-12-06 2015-12-06 A kind of combined concrete sash bank protection and its construction method

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Application Number Priority Date Filing Date Title
CN201510900273.6A CN105586853B (en) 2015-12-06 2015-12-06 A kind of combined concrete sash bank protection and its construction method

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CN105586853A CN105586853A (en) 2016-05-18
CN105586853B true CN105586853B (en) 2018-02-06

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107012831B (en) * 2017-03-29 2020-03-17 河海大学 Anti-skid building block for slope and landscape and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090084571A (en) * 2008-02-01 2009-08-05 종 환 안 Method for execution a wall engineering works construction concrete block structure
CN202416331U (en) * 2012-01-05 2012-09-05 北京丰林源生态园林设计研究院有限公司 Lattice component used in slope protection
CN103114559A (en) * 2013-01-15 2013-05-22 河海大学 Anti-skid ecological building block and application thereof
CN103352444A (en) * 2013-07-18 2013-10-16 管大为 Lattice type river bank revetment structure and construction method thereof
CN103758084A (en) * 2014-01-27 2014-04-30 浙江水利水电学院 Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20090084571A (en) * 2008-02-01 2009-08-05 종 환 안 Method for execution a wall engineering works construction concrete block structure
CN202416331U (en) * 2012-01-05 2012-09-05 北京丰林源生态园林设计研究院有限公司 Lattice component used in slope protection
CN103114559A (en) * 2013-01-15 2013-05-22 河海大学 Anti-skid ecological building block and application thereof
CN103352444A (en) * 2013-07-18 2013-10-16 管大为 Lattice type river bank revetment structure and construction method thereof
CN103758084A (en) * 2014-01-27 2014-04-30 浙江水利水电学院 Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks

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Effective date of registration: 20240606

Address after: 161032 Shuishi Small and Medium sized Enterprise Park, Ang'angxi District, Qiqihar City, Heilongjiang Province (No. 18 Jinshui Second Street)

Patentee after: QIQIHAR CITY FANGDA NEW BUILDING MATERIALS CO.,LTD.

Country or region after: China

Address before: Department of Mechanical Engineering, Building 9003, Tsinghua University, No.1 Qinghuayuan, Haidian District, Beijing, 100084

Patentee before: Yu Guang

Country or region before: China

Patentee before: Yu Wenjiang

Patentee before: Zhai Xiaoli