CN102777015A - Integrally-cast steel rib millstone terrace and construction process thereof - Google Patents

Integrally-cast steel rib millstone terrace and construction process thereof Download PDF

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Publication number
CN102777015A
CN102777015A CN2012102775710A CN201210277571A CN102777015A CN 102777015 A CN102777015 A CN 102777015A CN 2012102775710 A CN2012102775710 A CN 2012102775710A CN 201210277571 A CN201210277571 A CN 201210277571A CN 102777015 A CN102777015 A CN 102777015A
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CN
China
Prior art keywords
layer
wear
reinforcing bar
concrete
terrace
Prior art date
Application number
CN2012102775710A
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Chinese (zh)
Inventor
薛成玉
刘淑蕾
Original Assignee
东营泰丰新型建材有限公司
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.)
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Publication date
Application filed by 东营泰丰新型建材有限公司 filed Critical 东营泰丰新型建材有限公司
Priority to CN2012102775710A priority Critical patent/CN102777015A/en
Publication of CN102777015A publication Critical patent/CN102777015A/en

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Abstract

The invention relates to an integrally-cast steel rib millstone terrace. The integrally-cast steel rib millstone terrace comprises a concrete layer, a steel rib wear-resistant layer and a finish coat. The steel rib wear-resistant layer is connected to the top surface of the concrete layer through fusion, and the finish coat covers on the steel rib wear-resistant layer. A construction process of the integrally-cast steel rib millstone terrace comprises the construction steps of cleaning up a base layer, casting the concrete layer, and paving the steel rib wear-resistant layer and the finish coat, wherein in the step of cleaning up the base layer, sundries of the base layer of the terrace are completely cleaned by filling, and the concrete layer is cast in a conventional mode. A layer of steel fiber is uniformly scattered on the ground surface of the concrete layer, and a layer of wear-resistant material covers on the concrete layer; when the wear-resistant material is drenched, the wear-resistant material is smoothened; then wear-resistant stones are scattered on the wear-resistant material and are rolled back and forth by using a steel pipe to ensure that the wear-resistant stones are pressed into the concrete layer; and the concrete layer is polished after maintenance for 7 to 14 days, and then is subjected to finish curing. Compared with the prior art, the integrally-cast steel rib millstone terrace has the advantages of simple and reasonable structure, convenience for construction, high strength and wear resistance and low construction cost.

Description

Monobloc cast reinforcing bar grinding stone terrace and construction technology thereof
Technical field
The present invention relates to a kind of grinding stone terrace and construction technology thereof, be specifically related to a kind of monobloc cast reinforcing bar grinding stone terrace and construction technology thereof.
Background technology
Concrete floor is a building facilities commonly used, is widely used in places such as factory building, road, airport.A lot of occasions have very high requirement to terrace on the coagulation; Such as in industrial premises; Require high, wear-resisting, the resistance to impact of terrace intensity, use concrete to be difficult to satisfy these requirements merely, thereby enterprise's many employing iron plates when using are laid on the terrace; Protect ground not to be destroyed with this, this mode not only cost cost height but also labour intensity is big.
Summary of the invention
The object of the invention is exactly the defective that exists to prior art, and a kind of monobloc cast reinforcing bar grinding stone terrace and construction technology thereof are provided.
Its technical scheme is: a kind of monobloc cast reinforcing bar grinding stone terrace, comprise layer of concrete, reinforcing bar wearing layer and finish coat, and it is characterized in that: said reinforcing bar wearing layer fusion is connected on the layer of concrete end face, is coated with finish coat on the reinforcing bar wearing layer; Said reinforcing bar wearing layer is the mixture of steel fibre, high-abrasive material and wear-resisting stone; Said curing finish coat is resin varnish or concrete curing agent.Said wear-resisting stone is color pebble, and its specification is 2mm-20mm.
A kind of construction technology of monobloc cast reinforcing bar grinding stone terrace; This construction technology comprises cleaning basic unit, concreting layer, lays reinforcing bar wearing layer and finish coat construction sequence; Cleaning is clean with the complete liquidation of banketing of the foreign material of terrace basic unit during basic unit, press usual manner concreting layer, it is characterized in that: layer of concrete was built in time of afterwards 1-3 hours; Evenly sprinkle the thick one deck steel fibre of 2-7kg/ ㎡ on top, layer of concrete ground; Cover the high-abrasive material that a layer thickness is 5mm-15mm then, treat that high-abrasive material is drenched after, it is floating to use finisher to carry the slurry back; Evenly sprinkle wear-resisting stone that one deck diameter is 2mm-20mm again on high-abrasive material top and with steel pipe roll extrusion back and forth; Be flattened to wear-resisting stone and be pressed into layer of concrete and promptly stop roll extrusion, maintenance uses levigator or dried throwing machine to polish after 7-14 days, and the polishing back gets final product with resin varnish or the curing of concrete curing agent Lacquer finish.Said roll extrusion uses the diameter of steel pipe to be 200mm-400mm.
The present invention has simple and reasonable, easy construction, intensity and anti-wear performance well and cheap advantage compared with prior art.
Description of drawings
Fig. 1 is a structural representation in an embodiment of the present invention construction;
Fig. 2 is a structural representation after an embodiment of the present invention construction is accomplished.
The specific embodiment
With reference to Fig. 1-Fig. 2, a kind of monobloc cast reinforcing bar grinding stone terrace comprises layer of concrete 1, reinforcing bar wearing layer and finish coat 5.Said reinforcing bar wearing layer fusion is connected on layer of concrete 1 end face, is coated with finish coat 5 on the reinforcing bar wearing layer; Said reinforcing bar wearing layer is the mixture of steel fibre 2, high-abrasive material 4 and wear-resisting stone 3; Said curing finish coat 5 is resin varnish or concrete curing agent.Said wear-resisting stone 3 is color pebble, and its specification is 2mm-20mm.
With reference to Fig. 1-Fig. 2; A kind of construction technology of monobloc cast reinforcing bar grinding stone terrace; This construction technology comprises cleaning basic unit, concreting layer, lays reinforcing bar wearing layer and finish coat construction sequence; Cleaning is clean with the complete liquidation of banketing of the foreign material of terrace basic unit during basic unit, presses usual manner concreting layer.Layer of concrete 1 is built the back in 1-3 hours time; Evenly sprinkle the thick one deck steel fibre 2 of 2-7kg/ ㎡ on top, layer of concrete ground; Covering a layer thickness then is the high-abrasive material 4 of 5mm-15mm; High-abrasive material 4 can be according to the toning of own needs, treat that high-abrasive material 4 is drenched after, it is floating to use finisher to carry the slurry back; Evenly sprinkle wear-resisting stone 3 that one deck diameter is 2mm-20mm again on high-abrasive material 4 tops and with steel pipe roll extrusion back and forth; Be flattened to wear-resisting stone 3 and be pressed into layer of concrete 1 and promptly stop roll extrusion, maintenance uses levigator or dried throwing machine to polish (throwing to 3000 orders from 50 orders) after 7-14 days, and polishing then solidify to form finish coat 5 with resin varnish or concrete curing agent Lacquer finish and gets final product.Said roll extrusion uses the diameter of steel pipe to be 200mm-400mm.

Claims (4)

1. a monobloc cast reinforcing bar grinding stone terrace comprises layer of concrete, reinforcing bar wearing layer and finish coat, it is characterized in that: said reinforcing bar wearing layer fusion is connected on the layer of concrete end face, is coated with finish coat on the reinforcing bar wearing layer; Said reinforcing bar wearing layer is the mixture of steel fibre, high-abrasive material and wear-resisting stone; Said curing finish coat is resin varnish or concrete curing agent.
2. the construction technology of monobloc cast reinforcing bar grinding stone terrace according to claim 1 is characterized in that: said wear-resisting stone is color pebble, and its specification is 2mm-20mm.
3. the construction technology of a monobloc cast reinforcing bar grinding stone terrace; This construction technology comprises cleaning basic unit, concreting layer, lays reinforcing bar wearing layer and finish coat construction sequence; Cleaning is clean with the complete liquidation of banketing of the foreign material of terrace basic unit during basic unit, press usual manner concreting layer, it is characterized in that: layer of concrete was built in time of afterwards 1-3 hours; Evenly sprinkle the thick one deck steel fibre of 2-7kg/ ㎡ on top, layer of concrete ground; Cover the high-abrasive material that a layer thickness is 5mm-15mm then, treat that high-abrasive material is drenched after, it is floating to use finisher to carry the slurry back; Evenly sprinkle wear-resisting stone that one deck diameter is 2mm-20mm again on high-abrasive material top and with steel pipe roll extrusion back and forth; Be flattened to wear-resisting stone and be pressed into layer of concrete and promptly stop roll extrusion, maintenance uses levigator or dried throwing machine to polish after 7-14 days, and the polishing back gets final product with resin varnish or the curing of concrete curing agent Lacquer finish.
4. the construction technology of monobloc cast reinforcing bar grinding stone terrace according to claim 3 is characterized in that: said roll extrusion uses the diameter of steel pipe to be 200mm-400mm.
CN2012102775710A 2012-08-07 2012-08-07 Integrally-cast steel rib millstone terrace and construction process thereof CN102777015A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012102775710A CN102777015A (en) 2012-08-07 2012-08-07 Integrally-cast steel rib millstone terrace and construction process thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012102775710A CN102777015A (en) 2012-08-07 2012-08-07 Integrally-cast steel rib millstone terrace and construction process thereof

Publications (1)

Publication Number Publication Date
CN102777015A true CN102777015A (en) 2012-11-14

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Country Status (1)

Country Link
CN (1) CN102777015A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102936955A (en) * 2012-11-21 2013-02-20 周兴邦 Mirror face terrace one-time molding process of girderless floor
CN103061490A (en) * 2012-12-28 2013-04-24 攀钢集团工程技术有限公司 Method enhancing abrasive resistance of concrete in thermal environments
CN109208858A (en) * 2018-10-24 2019-01-15 郑州市永威置业有限公司 A kind of colored-stone terrace construction technology
WO2019127196A1 (en) * 2017-12-28 2019-07-04 福州皇家地坪有限公司 Granolithic flooring
CN110835997A (en) * 2019-11-29 2020-02-25 上海宝冶集团有限公司 One-step construction molding construction process for wear-resistant terrace and structural plate

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0737787B1 (en) * 1995-04-10 1999-06-16 N.V. Bekaert S.A. Continuous floor slab construction
CN2644480Y (en) * 2003-07-28 2004-09-29 陈相阳 Layer distributing type steel fibre concrete composite panel
CN2666986Y (en) * 2003-11-19 2004-12-29 孙学高 Sandwiched laminated steel fiber concrete paving
CN101225704A (en) * 2008-02-02 2008-07-23 浙江勤业建工集团有限公司 Abrasion-proof terrace construction technique
CN101446129A (en) * 2008-12-25 2009-06-03 山东万鑫建设有限公司 Method for constructing terrace for running 300t heavy load air cushion ship
CN101768908A (en) * 2008-12-30 2010-07-07 中冶成工上海五冶建设有限公司 Construction method of steel fiber reinforced concrete floor
CN201620583U (en) * 2010-03-04 2010-11-03 江阴市汇昌涂料有限公司 Concrete epoxy floor coating structure
KR101032896B1 (en) * 2011-01-19 2011-05-06 송유정 Construction structure and method of permeability concrete
CN102535296A (en) * 2010-12-17 2012-07-04 中国建筑第七工程局有限公司 Construction method of superheavy-load reinforcement-free large-area seamless epoxy self-leveling terrace

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0737787B1 (en) * 1995-04-10 1999-06-16 N.V. Bekaert S.A. Continuous floor slab construction
CN2644480Y (en) * 2003-07-28 2004-09-29 陈相阳 Layer distributing type steel fibre concrete composite panel
CN2666986Y (en) * 2003-11-19 2004-12-29 孙学高 Sandwiched laminated steel fiber concrete paving
CN101225704A (en) * 2008-02-02 2008-07-23 浙江勤业建工集团有限公司 Abrasion-proof terrace construction technique
CN101446129A (en) * 2008-12-25 2009-06-03 山东万鑫建设有限公司 Method for constructing terrace for running 300t heavy load air cushion ship
CN101768908A (en) * 2008-12-30 2010-07-07 中冶成工上海五冶建设有限公司 Construction method of steel fiber reinforced concrete floor
CN201620583U (en) * 2010-03-04 2010-11-03 江阴市汇昌涂料有限公司 Concrete epoxy floor coating structure
CN102535296A (en) * 2010-12-17 2012-07-04 中国建筑第七工程局有限公司 Construction method of superheavy-load reinforcement-free large-area seamless epoxy self-leveling terrace
KR101032896B1 (en) * 2011-01-19 2011-05-06 송유정 Construction structure and method of permeability concrete

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102936955A (en) * 2012-11-21 2013-02-20 周兴邦 Mirror face terrace one-time molding process of girderless floor
CN103061490A (en) * 2012-12-28 2013-04-24 攀钢集团工程技术有限公司 Method enhancing abrasive resistance of concrete in thermal environments
CN103061490B (en) * 2012-12-28 2015-09-16 攀钢集团工程技术有限公司 A kind of method strengthening concrete abrasion-resistant in thermal environment
WO2019127196A1 (en) * 2017-12-28 2019-07-04 福州皇家地坪有限公司 Granolithic flooring
CN109208858A (en) * 2018-10-24 2019-01-15 郑州市永威置业有限公司 A kind of colored-stone terrace construction technology
CN110835997A (en) * 2019-11-29 2020-02-25 上海宝冶集团有限公司 One-step construction molding construction process for wear-resistant terrace and structural plate

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Application publication date: 20121114