CN109057519A - A kind of construction method of Ecology concrete railing - Google Patents
A kind of construction method of Ecology concrete railing Download PDFInfo
- Publication number
- CN109057519A CN109057519A CN201810834215.1A CN201810834215A CN109057519A CN 109057519 A CN109057519 A CN 109057519A CN 201810834215 A CN201810834215 A CN 201810834215A CN 109057519 A CN109057519 A CN 109057519A
- Authority
- CN
- China
- Prior art keywords
- ecology
- concrete
- column
- reinforcing bar
- railing
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1842—Balusters; Grille-type elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of construction methods of Ecology concrete railing, comprising the following steps: first multiple rows of column reinforcing bar pre-buried in structure basis, then the welding beam reinforcing bar between adjacent columns reinforcing bar;The first and second steel meshes are bound respectively in column reinforcing bar and crossbeam reinforcing bar periphery;Pea gravel concreten is cast in the inner cavity of the first steel mesh and forms concrete column, pea gravel concreten is cast in the inner cavity of the second steel mesh and forms concrete beam;Cement mortar is smeared on the surface of concrete column and concrete beam;When cement mortar does not solidify, trees texture is carved in the cement mortar on concrete column and concrete beam surface and is respectively formed Ecology column and Ecology crossbeam;Finally in the external coating coating of Ecology column and Ecology crossbeam.Operation of the present invention is simple, and difficulty of construction is small, is conducive to improve construction efficiency and construction quality;Railing fidelity height after construction, aesthetics are good.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of construction method of Ecology concrete railing.
Background technique
In place in the construction of the Ecological Scenic Spot on massif, it is often necessary to which railing is set, but existing massif railing is applied
Work difficulty is big, and due to transport of materials difficulty on massif, the construction efficiency of existing railing construction method is low, and the duration is longer, and
Railing after construction is not beautiful enough, is unable to satisfy construction requirement.
Summary of the invention
It is easy to operate the technical problem to be solved in the present invention is to provide a kind of construction method of Ecology concrete railing,
Difficulty of construction is small, is conducive to improve construction efficiency and construction quality;Railing fidelity after construction is high, can be with the ecological environment of surrounding
It is adapted, is conducive to improve railing aesthetics.
In order to solve the above technical problem, the present invention provides technical solution it is as follows:
A kind of construction method of Ecology concrete railing, comprising the following steps:
1) pre-buried multiple rows of column reinforcing bar in structure basis, each column reinforcing bar includes multiple vertical reinforcements;
2) the welding beam reinforcing bar between adjacent column reinforcing bar, each crossbeam reinforcing bar includes multiple transverse steels;
3) in the first steel mesh of periphery binding of column reinforcing bar, until the first steel mesh envelopes column reinforcing bar completely, and in cross
The second steel mesh of periphery binding of beam steel, until the second steel mesh envelopes crossbeam reinforcing bar completely;
4) pea gravel concreten is stirred, and the pea gravel concreten being stirred manually is cast in the inner cavity of the first steel mesh and is formed
Concrete column, and the pea gravel concreten being stirred manually is cast in two formation concrete cross in the inner cavity of the second steel mesh
Beam;
5) it solidifies after pea gravel concreten to setting intensity, smears cement bonded sand on the surface of concrete column and concrete beam
Slurry;
6) when cement mortar does not solidify, trees texture is carved in the cement mortar on concrete column surface and forms Ecology
Column, and carve trees texture in the cement mortar on concrete beam surface and form Ecology crossbeam;
7) it solidifies after cement mortar to setting time, in the external coating coating of Ecology column and Ecology crossbeam, brushes
Ecology column and Ecology crossbeam after coating constitute the Ecology concrete railing.
It after carrying out step 7), also follows the steps below: in the external coating light-shielding agent of Ecology concrete railing.
In the step 5), smeared several times when cement mortar is smeared on the surface of concrete column and concrete beam.
It is not small in the thickness for the cement mortar that the surface of concrete column and concrete beam is smeared in the step 5)
In 2cm.
First steel wire and the second steel wire are all made of galvanized steel wire netting.
The galvanized steel wire netting uses cold galvanizing steel wire.
The mesh of first steel wire and the second steel wire is square hole, the length and width of the square hole no more than
0.4cm。
The invention has the following advantages: the construction method of Ecology concrete railing of the invention, easy to operate, apply
Work difficulty is small, substantially increases construction efficiency and construction quality;A large amount of labours, working security height are saved, after construction
Railing fidelity is high, can be adapted with the ecological environment of surrounding, and aesthetics is high, sturdy and durable, and service life is long.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Ecology concrete railing of the invention;
In figure: 1, structure basis, 2, Ecology column, 3, Ecology crossbeam.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with
It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
Present embodiment discloses a kind of construction methods of Ecology concrete railing, comprising the following steps:
1) pre-buried multiple rows of column reinforcing bar, each column reinforcing bar include multiple vertical reinforcements in structure basis 1;
Further, can be according to drawing position, it, can be pre-buried by welding by vertical reinforcement before structure basis 1 pours
In structure basis 1, vertical reinforcement and 1 phase of structure basis can also be consolidated by the way of bar planting after structure basis 1 pours
It is fixed.
2) the welding beam reinforcing bar between adjacent column reinforcing bar, each crossbeam reinforcing bar include multiple transverse steels;
Further, it can weld bar dowel in column reinforcing bar and crossbeam reinforcing bar to be in reinforcement connection, bar dowel uses diameter 6mm
Round steel;The junction of column reinforcing bar and crossbeam reinforcing bar can also be used bar dowel and reinforce connection.
3) in the first steel mesh of periphery binding of column reinforcing bar, until the first steel mesh envelopes column reinforcing bar completely, and
In the second steel mesh of periphery binding of crossbeam reinforcing bar, until the second steel mesh envelopes crossbeam reinforcing bar completely;
In a wherein embodiment, the first steel wire and the second steel wire are all made of galvanized steel wire netting, corrosion resistance is strong,
Wire side is smooth, firm in structure and globality is strong.
Further, galvanized steel wire netting uses cold galvanizing steel wire.
In a wherein embodiment, the mesh of the first steel wire and the second steel wire is square hole, the length of square hole
With width no more than 0.4cm, both pouring convenient for subsequent pea gravel concreten, was also conducive to preferably guarantee pouring for pea gravel concreten
Quality is built, raising pours efficiency.
Further, the string diameter of the first steel wire and the second steel wire is 0.3mm.
Further, the lower part of the second steel wire is formed arc-shaped, pours pea gravel concreten to facilitate.
4) pea gravel concreten is manually stirred, and the pea gravel concreten being stirred manually is cast in the inner cavity of the first steel mesh
In and form concrete column, namely pea gravel concreten is made to coat the column reinforcing bar in the first steel mesh completely and full of first
The inner cavity of steel mesh;
And the pea gravel concreten being stirred manually is cast in two formation concrete beam in the inner cavity of the second steel mesh, namely
So that pea gravel concreten coats the crossbeam reinforcing bar in the second steel mesh completely and is full of the inner cavity of the second steel mesh.
Pea gravel concreten is used in the above process, on the one hand convenient for artificial casting, labor intensity of workers is low, on the other hand its
Pouring quality is good, is not in blibbing or voids and pits.
5) it solidifies after pea gravel concreten to setting intensity, smears cement on the surface of concrete column and concrete beam
Mortar is smeared in two times when smearing cement mortar, to guarantee to smear the uniformity, when last is all over smearing, after should ensure that smearing
Concrete column and concrete beam surface keep it is smooth.
Further, the thickness for the cement mortar smeared on the surface of concrete column and concrete beam is not less than
2cm。
6) when cement mortar does not solidify, trees texture is carved in the cement mortar on concrete column surface and is formed imitative
Ecological column 2, and carve trees texture in the cement mortar on concrete beam surface and form Ecology crossbeam 3;
7) it solidifies after cement mortar to setting time, in the external coating coating of Ecology column 2 and Ecology crossbeam 3, applies
Ecology column 2 and Ecology crossbeam 3 after swabbing constitute Ecology concrete railing, and structure is as shown in Figure 1.
Wherein, the color of coating should mutually be coordinated with ambient enviroment.
8) in the external coating light-shielding agent of Ecology concrete railing, so that the facing color of Ecology concrete railing
Gloss is persistently kept, railing service life is extended.
The construction method of the Ecology concrete railing of the present embodiment, easy to operate, difficulty of construction is small, substantially increases and applies
Work efficiency rate and construction quality;Can direct labor operate and complete, required raw material is concrete and reinforcing bar, and raw material is simple, convenient on mountain
Bulk Transport on body has saved a large amount of labours and construction time;Working security is high, the railing Ecology trees after construction,
Texture is true to nature, fidelity is high, can be adapted with the ecological environment of surrounding, aesthetics is high, sturdy and durable, non-maintaining, is stale-proof, no
It fires, is indeformable, service life is long.
Embodiment described above is only to absolutely prove preferred embodiment that is of the invention and being lifted, protection model of the invention
It encloses without being limited thereto.Those skilled in the art's made equivalent substitute or transformation on the basis of the present invention, in the present invention
Protection scope within.Protection scope of the present invention is subject to claims.
Claims (7)
1. a kind of construction method of Ecology concrete railing, characterized in that the following steps are included:
1) pre-buried multiple rows of column reinforcing bar in structure basis, each column reinforcing bar includes multiple vertical reinforcements;
2) the welding beam reinforcing bar between adjacent column reinforcing bar, each crossbeam reinforcing bar includes multiple transverse steels;
3) in the first steel mesh of periphery binding of column reinforcing bar, until the first steel mesh envelopes column reinforcing bar completely, and in cross
The second steel mesh of periphery binding of beam steel, until the second steel mesh envelopes crossbeam reinforcing bar completely;
4) pea gravel concreten is stirred, and the pea gravel concreten being stirred manually is cast in the inner cavity of the first steel mesh and is formed
Concrete column, and the pea gravel concreten being stirred manually is cast in two formation concrete cross in the inner cavity of the second steel mesh
Beam;
5) it solidifies after pea gravel concreten to setting intensity, smears cement bonded sand on the surface of concrete column and concrete beam
Slurry;
6) when cement mortar does not solidify, trees texture is carved in the cement mortar on concrete column surface and forms Ecology
Column, and carve trees texture in the cement mortar on concrete beam surface and form Ecology crossbeam;
7) it solidifies after cement mortar to setting time, in the external coating coating of Ecology column and Ecology crossbeam, brushes
Ecology column and Ecology crossbeam after coating constitute the Ecology concrete railing.
2. the construction method of Ecology concrete railing as described in claim 1, characterized in that after carrying out step 7),
It also follows the steps below: in the external coating light-shielding agent of Ecology concrete railing.
3. the construction method of Ecology concrete railing as described in claim 1, characterized in that in the step 5), mixed
It is smeared several times when smearing cement mortar on the surface of solidifying soil column and concrete beam.
4. the construction method of Ecology concrete railing as described in claim 1, characterized in that in the step 5), mixed
The thickness for the cement mortar that the surface of solidifying soil column and concrete beam is smeared is not less than 2cm.
5. the construction method of Ecology concrete railing as described in claim 1, characterized in that first steel wire and
Two steel wires are all made of galvanized steel wire netting.
6. the construction method of Ecology concrete railing as claimed in claim 5, characterized in that the galvanized steel wire netting uses
Cold galvanizing steel wire.
7. the construction method of Ecology concrete railing as described in claim 1, characterized in that first steel wire and
The mesh of two steel wires is square hole, and the length and width of the square hole is no more than 0.4cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810834215.1A CN109057519A (en) | 2018-07-26 | 2018-07-26 | A kind of construction method of Ecology concrete railing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810834215.1A CN109057519A (en) | 2018-07-26 | 2018-07-26 | A kind of construction method of Ecology concrete railing |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109057519A true CN109057519A (en) | 2018-12-21 |
Family
ID=64835689
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810834215.1A Pending CN109057519A (en) | 2018-07-26 | 2018-07-26 | A kind of construction method of Ecology concrete railing |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109057519A (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3369120B2 (en) * | 1999-03-25 | 2003-01-20 | 積水樹脂株式会社 | Construction method of artificial wood fence support |
CN200978556Y (en) * | 2006-11-23 | 2007-11-21 | 罗崇毅 | Hedge or rail or other analogue structure |
CN105113729A (en) * | 2015-09-02 | 2015-12-02 | 深圳市云宇金属科技有限公司 | Rail material for building decoration and manufacturing method thereof |
CN206971934U (en) * | 2017-07-27 | 2018-02-06 | 胡安冉 | It is bionical to chisel and carve formula railing |
-
2018
- 2018-07-26 CN CN201810834215.1A patent/CN109057519A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3369120B2 (en) * | 1999-03-25 | 2003-01-20 | 積水樹脂株式会社 | Construction method of artificial wood fence support |
CN200978556Y (en) * | 2006-11-23 | 2007-11-21 | 罗崇毅 | Hedge or rail or other analogue structure |
CN105113729A (en) * | 2015-09-02 | 2015-12-02 | 深圳市云宇金属科技有限公司 | Rail material for building decoration and manufacturing method thereof |
CN206971934U (en) * | 2017-07-27 | 2018-02-06 | 胡安冉 | It is bionical to chisel and carve formula railing |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107143135B (en) | Structure-integrated heat-insulation decorative external template and external wall construction method thereof | |
CN103470067B (en) | Transformation and construction method used for facing bare concrete of existing building outer wall | |
CN103015717B (en) | Rear superelevation steel pipe column outsourcing Construction technology of fair-faced concrete closed by a kind of floor | |
CN207959612U (en) | A kind of frame, shear wall cast-in-place structural fill wall with assembled light | |
CN104805870A (en) | Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement | |
CN104153401A (en) | Waterproof construction method for anti-floating anchor rods | |
CN107700358A (en) | The construction method of track traffic pier stud | |
CN106437034A (en) | Steel tube and semi-prefabricated semi-cast-in-place construction waste recycled concrete combined column and preparation method thereof | |
CN109057519A (en) | A kind of construction method of Ecology concrete railing | |
CN109750690A (en) | Podium pouring after settlement is optimized for expansive concrete construction joint construction method | |
CN104890434A (en) | Plastic-stone landscape making method | |
CN102322022B (en) | Construction method for concrete of decorative housing of cable stayed bridge | |
CN211549039U (en) | V-shaped high-strength concrete pile | |
CN106320662A (en) | Construction method for decorating superwide concrete lines on outer wall of building | |
CN104295102B (en) | The construction method of steel form fire wall | |
CN108081448B (en) | Production process of integrally decorated and electromechanical prefabricated GRC formwork structural column | |
CN107345438A (en) | It is a kind of to realize that structure turns over the construction method of the prefabricated assembled awning of eaves based on EPS warming plates | |
CN208267093U (en) | A kind of Precast Concrete Frame | |
CN201411684Y (en) | Triangular concrete thin-walled folded sheet pile | |
CN101550690B (en) | Triangular concrete thin-wall folded plate pile and preparation method thereof | |
CN205189190U (en) | A waterproof splint of T type for precast concrete floor interblock | |
CN214739003U (en) | Prefabricated heat preservation decorates integration wallboard | |
CN103758266B (en) | A kind of light filling structure manufacture method | |
CN103741855B (en) | A kind of preparation method of composite light noggin piece | |
CN206158223U (en) | Dilapidated house reinforced structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181221 |
|
RJ01 | Rejection of invention patent application after publication |