CN110158888A - A kind of construction method of steel structure surface brick paving - Google Patents

A kind of construction method of steel structure surface brick paving Download PDF

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Publication number
CN110158888A
CN110158888A CN201910499692.1A CN201910499692A CN110158888A CN 110158888 A CN110158888 A CN 110158888A CN 201910499692 A CN201910499692 A CN 201910499692A CN 110158888 A CN110158888 A CN 110158888A
Authority
CN
China
Prior art keywords
reinforcing bar
cement mortar
wire mesh
galvanized wire
steel column
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
CN201910499692.1A
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Chinese (zh)
Inventor
李伟
黄裕彬
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.)
Guizhou Construction Group Eleventh Construction Engineering Co Ltd
Original Assignee
Guizhou Construction Group Eleventh Construction Engineering 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 Guizhou Construction Group Eleventh Construction Engineering Co Ltd filed Critical Guizhou Construction Group Eleventh Construction Engineering Co Ltd
Priority to CN201910499692.1A priority Critical patent/CN110158888A/en
Publication of CN110158888A publication Critical patent/CN110158888A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/073Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
    • E04F13/0736Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for columns
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0862Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements composed of a number of elements which are identical or not, e.g. carried by a common web, support plate or grid

Abstract

The invention discloses a kind of construction methods of steel column surface bricks paving, the following steps are included: steel column (1) surface cover galvanized wire mesh A(2), galvanized wire mesh B(3), erect from the outside with reinforcing bar (4) and push down galvanized wire mesh B(3), galvanized wire mesh A(2), galvanized wire mesh B(3), reinforcing bar (4) are welded on steel column (1) by the distance with arc welding every 400-600mm;Pressure and fully wrapped around, the cement mortar A(5 by zinc-iron silk screen A(2), galvanized wire mesh B(3) and pressure network reinforcing bar (4) are smeared with cement mortar A(5)) finished surface should be higher by pressure network reinforcing bar (4) highest point 8-12mm to ensure cement mortar A(5) flatness of base.Cement mortar A(5) can be in cement mortar A(5 after base's hardening) spread cement mortar B(6 on face) spread face brick (7).Expense of the present invention is low, difficultly slips off, easy to operate, and work efficiency is high, and construction cost is low, securely and reliably.

Description

A kind of construction method of steel structure surface brick paving
Technical field
The invention belongs to technical field of buildings, concretely relate to a kind of construction method of steel column surface bricks paving.
Background technique
Many advantages, such as self weight is light because steel construction has, small in size, intensity is high, construction speed is fast, excellent earthquake resistance, Be widely used in construction projects, steel column of various shapes, steel pipe column are very common in life, due to steel column, steel pipe column outside The decoration of table mostly uses greatly paint spraying, and discoloration, and the single shortage texture of way, many construction works are easy to fall off after exposing to the sun and rain Journey is in order to achieve the effect that outside vertical surface of building using the decoration setting meter of paving face brick, and most of engineering is to adopt in the prior art Steel structure system is taken, then adds the cladding face brick of steel joist, stone material outside steel column, steel pipe column, but dry-hanging middle skeleton, is hung The components such as hanging piece, clamp are more, greatly increase steel usage amount, and face brick, stone material single-block area are smaller, increased extension hanging piece, clamp Equal components are more, uneconomical, but direct paving face brick is easy to fall off on steel column, steel pipe cylinder, due to gluing for steel and mortar Relay is very poor, in the rear surface smoother for adding steel construction derusting, leads to the bonding agents such as face brick paving mortar and steel column, steel pipe The adhesive force of column dies down, and the self-stability of face brick is poor in face brick paving construction, is easy to slide, inconvenient for operation, work efficiency is low, applies Work is at high cost, and a degree of drying shrinkage can be generated during mortar hardening, weakens the attachment of mortar Yu steel column, steel pipe column Power, generates gap, hollowing between steel column, steel pipe column surface and mortar, and outdoor steel column, steel pipe column chronic sun exposure drenches with rain and temperature The influence of variation, is iteratively produced and expands with heat and contract with cold, and the thermal expansion coefficient of the adhesives such as steel and face brick mortar is inconsistent, paving face Brick and steel column, steel pipe column are removed from attachment surface, and the final large area of peeling rate aggravation is removed, is de- under the action of face brick self weight From, land, engineering is caused to be reprocessed, construction quality is poor, easy to fall off to hurt sb.'s feelings that there are security risks.
Summary of the invention
It is an object of the invention to overcome disadvantages mentioned above, provide that a kind of expense is low, difficultly slips off, easy to operate, work efficiency Height, construction cost is low, the construction method of safe and reliable steel column surface bricks paving.
It the object of the invention and solves its technical problem underlying and adopts the following technical solutions to realize:
A kind of construction method of steel column surface bricks paving of the invention, comprising the following steps:
1) laying of wire netting:
Galvanized wire mesh A, galvanized wire mesh B, mesh diameter 8-12mm, steel wire diameter 0.8- are covered on steel column surface The galvanized wire mesh of 1.2mm;
2) connection of wire netting and steel column:
It is erect from the outside with reinforcing bar A and pushes down galvanized wire mesh B, with reinforcing bar B from the outside around galvanized wire mesh B is pushed down, use electric arc Galvanized wire mesh A, galvanized wire mesh B, reinforcing bar A, reinforcing bar B are welded on steel column by the distance welded every 400-600mm;
3) paving of cement mortar A in:
Pressure and fully wrapped around, cement mortar A, zinc by zinc-iron silk screen A, galvanized wire mesh B and pressure network reinforcing bar A are smeared with cement mortar A Wire netting A, galvanized wire mesh B, reinforcing bar A are collectively formed the mortar base of paving face brick, cement mortar A should through zinc-iron silk screen A, Galvanized wire mesh B and steel column surface plastering are closely knit, and cement mortar A finished surface should be higher by pressure network reinforcing bar A, reinforcing bar B highest point 8- 12mm is to ensure that the flatness of cement mortar A base facilitates the paving of face brick;
4) face brick paving:
Cement mortar B can be spread on the face cement mortar A after the hardening of cement mortar A base spread face brick.
Wherein;Reinforcing bar A, reinforcing bar B described in step 2 are that plain bar also known as pressure is reinforcing bar, diameter 4-6 mm.
Wherein;Cement mortar A described in step 3) is M7.5 cement mortar.
The present invention compared with the existing technology has clear advantage and beneficial effect.From the above technical scheme, pass through Galvanized wire mesh A, galvanized wire mesh B, mesh diameter 8-12mm are covered on steel column surface, steel wire diameter is 0.8-1.2mm's Galvanized wire mesh;It is erect from the outside with reinforcing bar A and pushes down galvanized wire mesh B, surround from the outside with reinforcing bar B and push down galvanized wire mesh B, Galvanized wire mesh A, galvanized wire mesh B, reinforcing bar A, reinforcing bar B are welded on steel column by the distance with arc welding every 400-600mm; Pressure and fully wrapped around, cement mortar A, zinc-iron silk by zinc-iron silk screen A, galvanized wire mesh B and pressure network reinforcing bar A are smeared with cement mortar A Net A, galvanized wire mesh B, reinforcing bar A are collectively formed the mortar base of paving face brick, and cement mortar A should be through zinc-iron silk screen A, zinc-plated Wire netting B and steel column (1) surface plastering are closely knit, and cement mortar A finished surface should be higher by pressure network reinforcing bar A, reinforcing bar B highest point 8-12mm To ensure that the flatness of cement mortar A base facilitates the paving of face brick;It can be in cement mortar A after the hardening of cement mortar A base Cement mortar B is spread on face spreads face brick.Load transmission path of the invention are as follows: face brick passes to cement mortar B, cement bonded sand Slurry B passes to cement mortar A, and cement mortar A passes to pressure network reinforcing bar A and pressure network reinforcing bar B pad, pressure network reinforcing bar A and pressure Net reinforcing bar B pad passes to steel column.Though so cement mortar A and steel column face contact but being not used to transmitting load water can be ignored The adhesive force (adhesive force is still existing, can be used as safety stock) of cement mortar A and steel column, securely and reliably, and progress, quality Also effective guarantee is obtained.And the contraction of cement mortar A, cement mortar B hardening process largely by galvanized wire mesh A, Galvanized wire mesh B and pressure network reinforcing bar A, reinforcing bar B restriction and be greatly decreased, even if between cement mortar A, cement mortar B and steel column Effective transmitting that adhesive force nor affects on load is lost completely, and whole system is reliable and stable.Cement mortar A, cement mortar B hardening After can be in paving face brick above, this and the patch block indistinction on coat of plaster construction efficiency and are applied while facilitating worker to construct Effective control can be obtained in working medium amount.Expense of the present invention is low in a word, difficultly slips off, easy to operate, and work efficiency is high, construction cost It is low, securely and reliably.The application of this technology solves the problems, such as steel column upper berth furring brick, provides useful work for decorations construction Skill enriches the type of steel construction face decoration, and architectural discipline and structure discipline is made to reach comprehensive unified, with very big society's effect Benefit.The materials such as galvanized wire mesh A, galvanized wire mesh B, reinforcing bar A, reinforcing bar B, cement mortar A, cement mortar B that the technology uses It is the conventional material in engineering, technology maturation and cheap, with cladding face brick using materials such as steel skeleton steel joist and clamps Material is compared, and the dosage for greatling save steel reduces engineering cost.
Detailed description of the invention:
It Fig. 1, is schematic structural view of the invention;
It Fig. 2, is top view of the present invention;
It Fig. 3, is Fig. 2A-A cross-sectional view;
Fig. 4, be steel column of the present invention, galvanized wire mesh A, galvanized wire mesh B, reinforcing bar A, reinforcing bar B structural schematic diagram.
Appended drawing reference:
1, steel column, 2, galvanized wire mesh A, 3, galvanized wire mesh B, 4, reinforcing bar A, 5, reinforcing bar B, 6, cement mortar A, 7, cement mortar B, 8, face brick.
Specific embodiment
Below in conjunction with attached drawing and preferred embodiment, to a kind of construction party of steel column surface bricks paving proposed according to the present invention Method specific embodiment, feature and its effect, detailed description is as follows.
Embodiment one
Referring to Fig. 1-4, a kind of construction method of steel column surface bricks paving of the invention, comprising the following steps:
1) laying of wire netting:
Galvanized wire mesh A2, galvanized wire mesh B3, mesh diameter 8mm are covered on 1 surface of steel column, steel wire diameter is 0.8mm's Galvanized wire mesh;
2) connection of wire netting and steel column:
It is erect from the outside with reinforcing bar A4 and pushes down galvanized wire mesh B3, with reinforcing bar B5 from the outside around galvanized wire mesh B3 is pushed down, used Galvanized wire mesh A2, galvanized wire mesh B3, reinforcing bar A4, reinforcing bar B5 are welded on steel column 1 by arc welding every the distance of 400mm;
3) paving of cement mortar A6 in:
Pressure and fully wrapped around, the cement mortar by zinc-iron silk screen A2, galvanized wire mesh B3 and pressure network reinforcing bar A4 are smeared with cement mortar A6 The mortar base of paving face brick 8 is collectively formed in A6, zinc-iron silk screen A2, galvanized wire mesh B3, reinforcing bar A4, and cement mortar A6 should be penetrated Zinc-iron silk screen A2, galvanized wire mesh B3 and 1 surface plastering of steel column are closely knit, cement mortar A6 finished surface should be higher by pressure network reinforcing bar A4, Reinforcing bar B5 highest point 8mm is to ensure that the flatness of cement mortar A6 base facilitates the paving of face brick 8;
4) face brick paving:
Cement mortar B7 can be spread on the face cement mortar A6 after the hardening of cement mortar A6 base spread face brick 8.
Wherein;Reinforcing bar A4, reinforcing bar B5 described in step 2 are that plain bar also known as pressure is reinforcing bar, 4 mm of diameter.
Wherein;Cement mortar A6 described in step 3) is M7.5 cement mortar.
Embodiment two
Referring to Fig. 1-4, a kind of construction method of steel column surface bricks paving of the invention, comprising the following steps:
1) laying of wire netting:
Galvanized wire mesh A2, galvanized wire mesh B3, mesh diameter 10mm are covered on 1 surface of steel column, steel wire diameter is the plating of 1mm Zinc-iron silk screen;
2) connection of wire netting and steel column:
It is erect from the outside with reinforcing bar A4 and pushes down galvanized wire mesh B3, with reinforcing bar B5 from the outside around galvanized wire mesh B3 is pushed down, used Galvanized wire mesh A2, galvanized wire mesh B3, reinforcing bar A4, reinforcing bar B5 are welded on steel column 1 by arc welding every the distance of 500mm;
3) paving of cement mortar A6 in:
Pressure and fully wrapped around, the cement mortar by zinc-iron silk screen A2, galvanized wire mesh B3 and pressure network reinforcing bar A4 are smeared with cement mortar A6 The mortar base of paving face brick 8 is collectively formed in A6, zinc-iron silk screen A2, galvanized wire mesh B3, reinforcing bar A4, and cement mortar A6 should be penetrated Zinc-iron silk screen A2, galvanized wire mesh B3 and 1 surface plastering of steel column are closely knit, cement mortar A6 finished surface should be higher by pressure network reinforcing bar A4, Reinforcing bar B5 highest point 10mm is to ensure that the flatness of cement mortar A6 base facilitates the paving of face brick 8;
4) face brick paving:
Cement mortar B7 can be spread on the face cement mortar A6 after the hardening of cement mortar A6 base spread face brick 8.
Wherein;Reinforcing bar A4, reinforcing bar B5 described in step 2 are that plain bar also known as pressure is reinforcing bar, 5 mm of diameter.
Wherein;Cement mortar A6 described in step 3) is M7.5 cement mortar.
Embodiment three
Referring to Fig. 1-4, a kind of construction method of steel column surface bricks paving of the invention, comprising the following steps:
1) laying of wire netting:
Galvanized wire mesh A2, galvanized wire mesh B3, mesh diameter 12mm are covered on 1 surface of steel column, steel wire diameter is 1.2mm's Galvanized wire mesh;
2) connection of wire netting and steel column:
It is erect from the outside with reinforcing bar A4 and pushes down galvanized wire mesh B3, with reinforcing bar B5 from the outside around galvanized wire mesh B3 is pushed down, used Galvanized wire mesh A2, galvanized wire mesh B3, reinforcing bar A4, reinforcing bar B5 are welded on steel column 1 by arc welding every the distance of 600mm;
3) paving of cement mortar A6 in:
Pressure and fully wrapped around, the cement mortar by zinc-iron silk screen A2, galvanized wire mesh B3 and pressure network reinforcing bar A4 are smeared with cement mortar A6 The mortar base of paving face brick 8 is collectively formed in A6, zinc-iron silk screen A2, galvanized wire mesh B3, reinforcing bar A4, and cement mortar A6 should be penetrated Zinc-iron silk screen A2, galvanized wire mesh B3 and 1 surface plastering of steel column are closely knit, cement mortar A6 finished surface should be higher by pressure network reinforcing bar A4, Reinforcing bar B5 highest point 12mm is to ensure that the flatness of cement mortar A6 base facilitates the paving of face brick 8;
4) face brick paving:
Cement mortar B7 can be spread on the face cement mortar A6 after the hardening of cement mortar A6 base spread face brick 8.
Wherein;Reinforcing bar A4, reinforcing bar B5 described in step 2 are that plain bar also known as pressure is reinforcing bar, 6 mm of diameter.
Wherein;Cement mortar A6 described in step 3) is M7.5 cement mortar.

Claims (3)

1. a kind of construction method of steel column surface bricks paving, comprising the following steps:
1) laying of wire netting:
Steel column (1) surface cover galvanized wire mesh A(2), galvanized wire mesh B(3), mesh diameter 8-12mm, steel wire diameter For the galvanized wire mesh of 0.8-1.2mm;
2) connection of wire netting and steel column:
Erect from the outside with reinforcing bar A(4) and push down galvanized wire mesh B(3), it is surround from the outside with reinforcing bar B(5) and pushes down galvanized wire mesh B(3), with arc welding every 400-600mm distance by galvanized wire mesh A(2), galvanized wire mesh B(3), reinforcing bar A(4), reinforcing bar B(5 it) is welded on steel column (1);
3) cement mortar A(6 in) paving:
With cement mortar A(6) smear pressure and by zinc-iron silk screen A(2), galvanized wire mesh B(3) and pressure network reinforcing bar A(4) it is fully wrapped around, Cement mortar A(6), zinc-iron silk screen A(2), galvanized wire mesh B(3), reinforcing bar A(4) the mortar base of paving face brick (8) is collectively formed Layer, cement mortar A(6) zinc-iron silk screen A(2 should be penetrated), galvanized wire mesh B(3), cement bonded sand closely knit with steel column (1) surface plastering Slurry A(6) finished surface should be higher by pressure network reinforcing bar A(4), reinforcing bar B(5) highest point 8-12mm to be to ensure cement mortar A(6) base it is flat It is whole to spend the paving for facilitating face brick (8);
4) face brick paving:
Cement mortar A(6) can be in cement mortar A(6 after base's hardening) spread cement mortar B(7 on face) spread face brick (8).
2. a kind of construction method of steel column surface bricks paving as described in claim 1, wherein;Reinforcing bar A described in step 2 (4), reinforcing bar B(5) be plain bar also known as press be reinforcing bar, diameter 4-6 mm.
3. a kind of construction method of steel column surface bricks paving as described in claim 1, wherein;Cement mortar described in step 3) It A(6) is M7.5 cement mortar.
CN201910499692.1A 2019-06-11 2019-06-11 A kind of construction method of steel structure surface brick paving Pending CN110158888A (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
CN201910499692.1A CN110158888A (en) 2019-06-11 2019-06-11 A kind of construction method of steel structure surface brick paving

Publications (1)

Publication Number Publication Date
CN110158888A true CN110158888A (en) 2019-08-23

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3533240A1 (en) * 1985-09-18 1987-03-26 Didier Werke Ag AIRCOOLABLE FIREPLACE WALL
CN1209492A (en) * 1998-03-16 1999-03-03 刘择宇 Fire-retardant heat-insulation light composite wall body of bamboo-piece secondary false-keel
CN1442586A (en) * 2003-04-07 2003-09-17 中国人民解放军第四军医大学第一附属医院 External insulating layer of external wall of ultra high-rise building and its making method
CN1632262A (en) * 2004-12-24 2005-06-29 姚建文 Energy conservation and thermal insulation decorative panel
CN202124958U (en) * 2011-01-07 2012-01-25 吴淑环 Building composite wall
KR101261976B1 (en) * 2012-11-05 2013-05-08 (주)건축사사무소위드웍스 Steel frame structure for point system constructing curved exterior articles on atypical architecture and method for constructing atypical architecture using the same
CN105113651A (en) * 2015-06-24 2015-12-02 浙江东南网架股份有限公司 Steel column protection structure and mortar plastering protection method thereof
CA2844459C (en) * 2013-03-07 2017-12-05 Mitek Holdings, Inc. Laser configured column anchors and anchoring systems utilizing the same

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3533240A1 (en) * 1985-09-18 1987-03-26 Didier Werke Ag AIRCOOLABLE FIREPLACE WALL
CN1209492A (en) * 1998-03-16 1999-03-03 刘择宇 Fire-retardant heat-insulation light composite wall body of bamboo-piece secondary false-keel
CN1442586A (en) * 2003-04-07 2003-09-17 中国人民解放军第四军医大学第一附属医院 External insulating layer of external wall of ultra high-rise building and its making method
CN1632262A (en) * 2004-12-24 2005-06-29 姚建文 Energy conservation and thermal insulation decorative panel
CN202124958U (en) * 2011-01-07 2012-01-25 吴淑环 Building composite wall
KR101261976B1 (en) * 2012-11-05 2013-05-08 (주)건축사사무소위드웍스 Steel frame structure for point system constructing curved exterior articles on atypical architecture and method for constructing atypical architecture using the same
CA2844459C (en) * 2013-03-07 2017-12-05 Mitek Holdings, Inc. Laser configured column anchors and anchoring systems utilizing the same
CN105113651A (en) * 2015-06-24 2015-12-02 浙江东南网架股份有限公司 Steel column protection structure and mortar plastering protection method thereof

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