CN107304625A - Foam concrete is combined terrace and its construction method with concrete - Google Patents
Foam concrete is combined terrace and its construction method with concrete Download PDFInfo
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- CN107304625A CN107304625A CN201610253073.0A CN201610253073A CN107304625A CN 107304625 A CN107304625 A CN 107304625A CN 201610253073 A CN201610253073 A CN 201610253073A CN 107304625 A CN107304625 A CN 107304625A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
The present invention relates to floor construction, more particularly to compound terrace and its construction method.A kind of foam concrete and concrete are combined terrace, and it includes bar-mat reinforcement on the bubble concrete layer of bottom, bubble concrete layer and the pea gravel concreten layer on upper strata；Extruded sheet is provided between the bubble concrete layer surrounding and shear wall.The construction method of the compound terrace includes：Step one, agent structure top layer is cleared up；The horizontal absolute altitude control lines of mapping+1.000m on wall around step 2, terrace, step 3 is combined terrace foam concrete base layer construction：Step 4: terrace substrate surface is cleared up；Step 5: compound terrace pea gravel concreten surface construction；Step 6；Compound terrace slot；Step 7；Finished product protection.The applicable existing building terrace transformation of the present invention or new building Eloor Design, and construction effect can be improved, reduce construction cost.
Description
Technical field
The present invention relates to floor construction, more particularly to compound terrace and its construction method.
Background technology
When new building or reconstruction of existing building, which are related to indoor terrace domestic demand, buries floor heating pipeline or electric pipeline groove etc., design often uses raised flooring or concrete cast-in-situ terrace.Now terrace thickness is often larger, has both added building Integral Loading, can also produce certain influence to terrace heat insulation effect, and add the cost of terrace etc..The contradiction of load and cost is difficult to solve.
The content of the invention
Present invention aims at the contradiction of the above-mentioned load of solution and cost terrace and its construction method are combined there is provided a kind of foam concrete and concrete.The present invention improves construction effect, reduces construction cost.
A kind of foam concrete and concrete are combined terrace, and it includes bar-mat reinforcement on the bubble concrete layer of bottom, bubble concrete layer and the pea gravel concreten layer on upper strata；Extruded sheet is provided between the bubble concrete layer surrounding and shear wall.
A kind of described foam concrete is combined the construction method of terrace with concrete, and it includes：
Step one, agent structure top layer is cleared up；
The horizontal absolute altitude control lines of mapping+1.000m on wall around step 2, terrace, in order to which lower step terrace absolute altitude is controlled；
Step 3, is combined terrace foam concrete base layer construction：
A determines terrace basic unit, surface layer absolute altitude and ejects horizontal control lines on surrounding wall according to the horizontal elevation lines of+1.000m；
Floor heating pipeline or the pre-buried laying of electric pipeline in b terraces；
Sprinkle water on c structures top layer；
D is moistened；
E basic units plaster cake and floating screed；
F structures top layer swabbing mud binder course；
G terrace surroundings metope pastes the wide extruded sheets of 10mm, is stitched as isolation；
H pumpings pour foam concrete basic unit；
I wood darbys strike off；
J grassroots conservations.
Step 4: terrace substrate surface is cleared up；
Step 5: compound terrace pea gravel concreten surface construction
A tilings bar-mat reinforcement, colligation；
B checks surface layer grade level control line；
The watering of c terraces basic unit, moistening；
D terrace finish coat cakes and floating screed；
E terrace substrate surface swabbing mud binder courses；
F pumpings pour pea gravel concreten；
G first passes strike off, smear pressure for second time, the 3rd time press polish, surface layer maintenance；
Step 6: compound terrace slot；
Step 7: finished product protection.
The present invention is that, by the use of foam concrete as terrace basic unit, with pea gravel concreten as terrace surface layer, so as to effectively reduce dead load, foam concrete is tightly combined with preheating embedding line；Simultaneously the characteristics of there is energy-conservation, insulation, sound insulation, antidetonation, it is to avoid the common quality defect such as hollowing；And effectively reduce construction cost cost.
Embodiment
Below, with reference to embodiment, the present invention is further illustrated：
A kind of described foam concrete is combined the construction method of terrace with concrete, and it includes：
1st, agent structure top layer is cleared up.
2nd, horizontal absolute altitude control lines of mapping+1.000m on wall around terrace, in order to which lower step terrace absolute altitude is controlled.
3rd, it is combined terrace foam concrete base layer construction flow：According to the horizontal elevation lines of+1.000m, determine terrace basic unit, surface layer absolute altitude and eject that cake is plastered in floor heating pipeline or the pre-buried laying of electric pipeline in horizontal control lines → terrace → structure top layer watering, moistening → basic unit and floating screed → structure top layer swabbing mud binder course → terrace surrounding metope pastes the wide extruded sheets of 10mm on surrounding wall, pouring foam concrete basic unit → wood darby as isolation seam → pumping strikes off → grassroots conservation.
4th, terrace substrate surface is cleared up.
5th, it is combined terrace pea gravel concreten surface construction flow：Tiling bar-mat reinforcement, colligation → check surface layer grade level control line → watering of terrace basic unit, moistening → terrace finish coat cake and floating screed → terrace substrate surface swabbing mud binder course → pumping, which pour pea gravel concreten → first pass and strike off → the second time and smear pressure → three time press polish → surface layer, to be conserved.
6th, it is combined terrace slot.
7th, finished product protection.
Claims (2)
1. a kind of foam concrete is combined terrace with concrete, it is characterized in that：It includes bar-mat reinforcement on the bubble concrete layer of bottom, bubble concrete layer and the pea gravel concreten layer on upper strata；Extruded sheet is provided between the bubble concrete layer surrounding and shear wall.
2. a kind of foam concrete according to claim 1 is combined the construction method of terrace with concrete, it is characterized in that：It includes：
Step one, agent structure top layer is cleared up；
The horizontal absolute altitude control lines of mapping+1.000m on wall around step 2, terrace, in order to which lower step terrace absolute altitude is controlled；
Step 3, is combined terrace foam concrete base layer construction：
A determines terrace basic unit, surface layer absolute altitude and ejects horizontal control lines on surrounding wall according to the horizontal elevation lines of+1.000m；
Floor heating pipeline or the pre-buried laying of electric pipeline in b terraces；
Sprinkle water on c structures top layer；
D is moistened；
E basic units plaster cake and floating screed；
F structures top layer swabbing mud binder course；
G terrace surroundings metope pastes the wide extruded sheets of 10mm, is stitched as isolation；
H pumpings pour foam concrete basic unit；
I wood darbys strike off；
J grassroots conservations；
Step 4: terrace substrate surface is cleared up；
Step 5: compound terrace pea gravel concreten surface construction
A tilings bar-mat reinforcement, colligation；
B checks surface layer grade level control line；
The watering of c terraces basic unit, moistening；
D terrace finish coat cakes and floating screed；
E terrace substrate surface swabbing mud binder courses；
F pumpings pour pea gravel concreten；
G first passes strike off, smear pressure for second time, the 3rd time press polish, surface layer maintenance；
Step 6: compound terrace slot；
Step 7: finished product protection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253073.0A CN107304625A (en) | 2016-04-22 | 2016-04-22 | Foam concrete is combined terrace and its construction method with concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253073.0A CN107304625A (en) | 2016-04-22 | 2016-04-22 | Foam concrete is combined terrace and its construction method with concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107304625A true CN107304625A (en) | 2017-10-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253073.0A Pending CN107304625A (en) | 2016-04-22 | 2016-04-22 | Foam concrete is combined terrace and its construction method with concrete |
Country Status (1)
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| CN (1) | CN107304625A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098187A (en) * | 2018-08-24 | 2018-12-28 | 中国中元国际工程有限公司 | A kind of method of basement room heart backfilling material |
| CN110306753A (en) * | 2019-07-04 | 2019-10-08 | 湖南梅克雷薇新材料科技有限公司 | A kind of levelling ground in interior and the levelling construction technology in flooring |
| CN110565901A (en) * | 2019-09-25 | 2019-12-13 | 天津建国电气设备销售有限公司 | ground heating cement ground backfill laying method |
| CN114319778A (en) * | 2021-12-07 | 2022-04-12 | 成都建工第一建筑工程有限公司 | Construction method of foam concrete heat-preservation sound-insulation terrace |
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| JP2009215812A (en) * | 2008-03-12 | 2009-09-24 | Ube Ind Ltd | Concrete floor structure and construction method therefor |
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| JP2009215812A (en) * | 2008-03-12 | 2009-09-24 | Ube Ind Ltd | Concrete floor structure and construction method therefor |
| CN201581509U (en) * | 2009-11-02 | 2010-09-15 | 廖传海 | Foam concrete waterproof layer |
| CN201688496U (en) * | 2009-12-31 | 2010-12-29 | 上海同凝节能科技有限公司 | Floor tile with heating function |
| CN202899570U (en) * | 2012-11-07 | 2013-04-24 | 江苏锦汇建筑安装工程有限公司 | Anti-hollowing anti-cracking floor construction |
| CN103556830A (en) * | 2013-11-13 | 2014-02-05 | 江西建工第一建筑有限责任公司 | Controllable cast-in-place foam concrete roof construction method |
| CN103774801A (en) * | 2013-12-31 | 2014-05-07 | 浙江萧峰建设集团有限公司 | Inverted-type roof foam glass heat-preservation system construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098187A (en) * | 2018-08-24 | 2018-12-28 | 中国中元国际工程有限公司 | A kind of method of basement room heart backfilling material |
| CN110306753A (en) * | 2019-07-04 | 2019-10-08 | 湖南梅克雷薇新材料科技有限公司 | A kind of levelling ground in interior and the levelling construction technology in flooring |
| CN110565901A (en) * | 2019-09-25 | 2019-12-13 | 天津建国电气设备销售有限公司 | ground heating cement ground backfill laying method |
| CN114319778A (en) * | 2021-12-07 | 2022-04-12 | 成都建工第一建筑工程有限公司 | Construction method of foam concrete heat-preservation sound-insulation terrace |
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Application publication date: 20171031 |