CN111197357A - Anti-cracking construction method for floor insulation board surface layer - Google Patents
Anti-cracking construction method for floor insulation board surface layer Download PDFInfo
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- CN111197357A CN111197357A CN201910973049.8A CN201910973049A CN111197357A CN 111197357 A CN111197357 A CN 111197357A CN 201910973049 A CN201910973049 A CN 201910973049A CN 111197357 A CN111197357 A CN 111197357A
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- insulation board
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- 238000009413 insulation Methods 0.000 title claims abstract description 73
- 238000010276 construction Methods 0.000 title claims abstract description 61
- 239000002344 surface layer Substances 0.000 title claims abstract description 20
- 238000005336 cracking Methods 0.000 title claims abstract description 16
- 239000010410 layer Substances 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 238000000034 method Methods 0.000 claims abstract description 17
- 239000006260 foam Substances 0.000 claims abstract description 12
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 238000000465 moulding Methods 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims abstract description 6
- 238000004458 analytical method Methods 0.000 claims abstract description 5
- 238000012545 processing Methods 0.000 claims abstract description 4
- 238000012360 testing method Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 239000004568 cement Substances 0.000 claims description 16
- 239000004575 stone Substances 0.000 claims description 12
- 239000004793 Polystyrene Substances 0.000 claims description 8
- 229920002223 polystyrene Polymers 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 238000003490 calendering Methods 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000003365 glass fiber Substances 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000007405 data analysis Methods 0.000 claims description 3
- 238000002474 experimental method Methods 0.000 claims description 3
- 238000010835 comparative analysis Methods 0.000 claims description 2
- 230000008602 contraction Effects 0.000 abstract description 2
- 238000002360 preparation method Methods 0.000 abstract 1
- 238000004134 energy conservation Methods 0.000 description 8
- 238000005498 polishing Methods 0.000 description 6
- 238000004321 preservation Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000003892 spreading Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a floor insulation board surface layer anti-cracking construction method, which comprises the steps of preparation work and scheme design; treating a base layer and controlling the molding quality; controlling the construction quality of the heat-insulation board; processing the interface of the heat-insulation plate; pouring concrete; maintaining a finished product; data acquisition and analysis; and (4) testing. The base layer treatment leveling ensures that the large surface is flat and the stress is uniform when the heat insulation board is adhered; the full-paving construction of the bonding mortar ensures that the heat-insulating board is firm and reliable and is not loosened and gapped by external disturbance; the construction of the wall body is paved with foam strips, is provided with abutted seams, is provided with reinforcing mesh sheets and is paved with gridding cloth, and the cracks generated by stress contraction in the concrete strength generation process are mainly ensured.
Description
Technical Field
The invention belongs to an anti-cracking construction method for a surface layer of a floor insulation board, and particularly relates to an anti-cracking construction method for the surface layer of the floor insulation board, which can effectively prevent large-scale floor hollowing and cracking after the floor insulation board containing the floor is constructed.
Background
At present, along with the requirements of environmental protection and energy conservation of buildings, the requirements of green construction, environmental protection construction and energy conservation are higher and higher, door and window energy conservation, wall energy conservation, roof energy conservation, ground energy conservation and the like are more and more standardized and higher in standardization, and the construction of ground heat preservation is also extremely important, so that how to ensure the ground energy conservation construction quality and achieve the expected construction and energy conservation indexes is also very critical.
Disclosure of Invention
The invention aims to solve the technical problems of effectively preventing large-scale floor hollowing and cracking after the floor-containing insulation board is constructed: provides a construction method for preventing the surface layer of the floor insulation board from cracking.
In order to solve the technical problems, the inventor obtains the technical scheme of the invention through practice and summary, and the invention discloses a floor insulation board surface layer cracking-prevention construction method, which comprises the following steps:
the method comprises the following steps: preparing work and designing a scheme;
step two: treating a base layer and controlling the molding quality;
step three: controlling the construction quality of the heat-insulation board;
step four: processing the interface of the heat-insulation plate;
step five: pouring concrete;
step six: and (4) maintaining a finished product:
step seven: data acquisition and analysis; and (4) testing.
Preferably, the second step is specifically: firstly, treating a base layer, secondly, arranging the modulus of the insulation boards, paving the insulation boards, then performing concrete pouring construction, maintaining finished products, and acquiring and analyzing data in the process.
Preferably, the base floor is chiseled by a floor cleaning machine, cleaned, sprayed with water in advance and kept fully wet; 1:3, adopting cement mortar for construction, compacting and leveling the cement before initial setting, finishing secondary press polish after water collection before final setting of the cement, and ensuring large surface to be flat and maintained in time; surface flatness data acquisition is carried out, a record is formed, the fact that the insulation board is paved without unevenness and damage is guaranteed, and the fact that the integrity is stressed evenly is guaranteed.
Preferably, the extruded polystyrene board is paved on the leveling layer by adopting special bonding mortar, construction is carried out by adopting a full paving method, and the width and the flatness of the abutted seam are controlled; flexible foam strips are adopted to adhere the periphery of the wall body of the heat insulation board, then the edges are spaced by 20mm according to the size of the heat insulation board, reinforcing steel bars with phi 4 are respectively placed in the edges of the heat insulation board according to the arrangement modulus of the heat insulation board ejected out of the ground, and binding wires at the cross joint are firmly bound; the steel bar mesh centering is ensured; the size is cut apart to the record heated board, buries underground of reinforcing bar net piece and arranges, forms the record, when the concrete construction, effectively contrasts during the data acquisition.
Preferably, after the heat preservation board and the base layer ground are bonded sufficiently and firmly, the surface of the extruded polystyrene board is subjected to construction treatment by adopting a two-component interface treating agent, so that good bonding with fine aggregate concrete at a later stage is ensured; the effective connection of the concrete and the heat insulation plate is controlled to form a whole.
Preferably, before the floor concrete is cast and constructed, reinforcing mesh sheets with phi 4 which are bound in blocks are placed on the heat insulation plates, and are in place in staggered lap joint and binding; c20 fine stone concrete is adopted for pouring construction, firstly fine stone concrete with the thickness of 2-3cm is loosely paved, then the tied reinforcing mesh is lifted to the upper surface, the reinforcing mesh is ensured to be placed at the middle upper part of the terrace concrete, then upper layer concrete is paved, the steel mesh is pulled and scraped to be flat, 160g/m2 glass fiber mesh cloth is pressed into the surface layer, the lap length is more than or equal to 50mm, the steel mesh is ensured not to be exposed, the steel mesh is rolled back and forth by a roller in a crossed manner until the surface is flat, compact and spread out, and then the cement paste is polished by a special person. The reinforcing mesh is arranged in a concrete system, and the internal tensile stress of the concrete is effectively resisted.
Preferably, the second calendering is carried out during the initial setting of the concrete, 1:1 cement sand is sprinkled on the surface of the concrete, the concrete is compacted and polished, exposed movable stones are removed, the surface mortar is basically formed, and the calendering and the napping are carried out before the final setting; and (5) watering the concrete immediately after final setting for curing, wherein the continuous curing time is 7-10 d.
Preferably, the molding experiment sample plate is monitored, data are acquired in stages, a stress change data analysis table and a molding surface crack trend graph are drawn, comparative analysis is carried out, the width of a dividing slit of the insulation board, the casting thickness of concrete, the flatness of the surface of insulation pavement, the corresponding height of the arrangement position of reinforcing steel bars, indoor and outdoor temperature data monitoring and the like are mainly acquired, effective records are formed, and big data statistics is carried out.
Compared with the prior art, the invention can obtain the following technical effects:
according to the construction process construction method, the problem of large-scale floor hollowing and cracking in the construction of the floor insulation board is effectively solved, the construction is simple and easy to operate, the construction quality is greatly improved, the conditions of mass quality maintenance, cost investment and quality complaint of owners in the later period are avoided, and the large surface is flat and the stress is uniform when the insulation board is adhered by the base layer treatment leveling; the full-paving construction of the bonding mortar ensures that the heat-insulating board is firm and reliable and is not loosened and gapped by external disturbance; the construction of the wall body is paved with foam strips, is provided with abutted seams, is provided with reinforcing mesh sheets and is paved with gridding cloth, and the cracks generated by stress contraction in the concrete strength generation process are mainly ensured.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The application of the principles of the present invention will now be described in further detail with reference to specific embodiments.
Example 1
The anti-cracking construction method for the surface layer of the floor insulation board comprises the following steps:
the method comprises the following steps: preparing work and designing a scheme;
step two: treating a base layer and controlling the molding quality;
step three: controlling the construction quality of the heat-insulation board;
step four: processing the interface of the heat-insulation plate;
step five: pouring concrete;
step six: and (4) maintaining a finished product:
step seven: data acquisition and analysis; and (4) testing.
Firstly, treating a base layer, secondly, arranging the modulus of the insulation boards, paving the insulation boards, then performing concrete pouring construction, maintaining finished products, and acquiring and analyzing data in the process.
The base floor is chiseled by a floor cleaning machine and cleaned, and the floor is sprayed with water in advance to keep full wetting; 1:3, adopting cement mortar for construction, compacting and leveling the cement before initial setting, finishing secondary press polish after water collection before final setting of the cement, and ensuring large surface to be flat and maintained in time; surface flatness data acquisition is carried out, a record is formed, the fact that the insulation board is paved without unevenness and damage is guaranteed, and the fact that the integrity is stressed evenly is guaranteed.
Paving the extruded polystyrene board on the leveling layer by adopting special bonding mortar, constructing by adopting a full paving method, and paying attention to the control of the width (20mm) of the abutted seam and the flatness; flexible foam strips (the thickness of the foam strips is not more than 5mm, and the height of the foam strips is not more than the thickness of terrace concrete) are adhered to the periphery of the wall body of the heat insulation board, splicing seams with the interval of 20mm are arranged on the ground according to the size of the heat insulation board, reinforcing steel bars with the diameter of phi 4 are respectively placed in the splicing seams of the heat insulation board according to the arrangement modulus of the heat insulation board which is popped out of the heat insulation board, and binding wires at the cross-shaped joint; the steel bar mesh centering is ensured; the size is cut apart to the record heated board, buries underground of reinforcing bar net piece and arranges, forms the record, when the concrete construction, effectively contrasts during the data acquisition.
After the heat preservation plate and the base layer ground are bonded sufficiently and firmly, the surface of the extruded polystyrene board is subjected to construction treatment by adopting a two-component interface treating agent, so that good bonding with fine aggregate concrete at a later stage is ensured; the effective connection of the concrete and the heat insulation plate is controlled to form a whole.
Before the floor concrete is poured and constructed, reinforcing mesh sheets with phi 4 and bound in blocks are placed on the heat insulation plates, and are in staggered lap joint and bound in place; c20 fine stone concrete is adopted for pouring construction, firstly fine stone concrete with the thickness of 2-3cm is loosely paved, then the tied reinforcing mesh is lifted to the upper surface, the reinforcing mesh is ensured to be placed at the middle upper part of the terrace concrete, then upper layer concrete is paved, the steel mesh is pulled and scraped to be flat, 160g/m2 glass fiber grid cloth is pressed into the surface of the surface layer, the lap length is more than or equal to 50mm, the steel mesh is not exposed, the steel mesh is ensured not to be exposed, a roller is used for rolling in a crossed manner back and forth until the surface is flat, compact and the cement paste is spill. The reinforcing mesh is arranged in a concrete system, and the internal tensile stress of the concrete is effectively resisted.
Performing secondary press polishing during initial setting of the concrete, spreading 1:1 cement sand on the surface, compacting and polishing, removing exposed movable stones, basically forming surface mortar, press polishing and napping before final setting; and (5) watering the concrete immediately after final setting for curing, wherein the continuous curing time is 7-10 d.
The method comprises the steps of monitoring a forming experiment sample plate, acquiring data in stages, drawing a stress change data analysis table and a forming surface crack trend graph, carrying out contrastive analysis, mainly acquiring the width of a dividing seam of a heat-insulation plate, the pouring thickness of concrete, the flatness of a heat-insulation laying surface, the corresponding height of a steel bar laying position, monitoring indoor and outdoor temperature data and the like, forming effective records, carrying out big data statistics, screening optimal technical data, forming a mature construction process technology, and achieving a final technical scheme.
Specifically, basic unit's floor is with special terrace descaling machine do the chisel hair and handle, clean up carries out the floor watering in advance, keeps abundant moist. The construction is carried out by adopting cement mortar in the ratio of 1:3, the cement is compacted and leveled before initial setting, and secondary press polish is carried out after water collection before final setting of the cement, so that the large surface is guaranteed to be level and maintained in time. Paving the extruded polystyrene board on the leveling layer by adopting special bonding mortar, constructing by adopting a full paving method, and paying attention to the control of the width (20mm) of the abutted seam and the flatness; flexible foam strips (the thickness of the foam strips is not more than 5mm, and the height of the foam strips is not more than the thickness of terrace concrete) are adhered to the periphery of the wall body of the heat insulation board, splicing seams with the interval of 20mm are arranged on the ground according to the size of the heat insulation board, reinforcing steel bars with the diameter of phi 4 are respectively placed in the splicing seams of the heat insulation board according to the arrangement modulus of the heat insulation board which is popped out of the heat insulation board, and binding wires at the cross-shaped joint; the steel bar mesh centering is ensured; after the bonding strength between the insulation board and the base layer ground is sufficiently and firmly, the surface of the extruded polystyrene board is subjected to construction treatment by adopting a special two-component interface treating agent, so that good bonding with fine aggregate concrete at a later stage is ensured; before the terrace concrete pouring construction, the reinforcing mesh pieces which are bound in blocks to be phi 4 are placed on the heat insulation plates, and are in staggered lap joint and bound in place; c20 fine stone concrete pouring construction is adopted, firstly, fine stone concrete with the thickness of 2-3cm is loosely paved, then, the tied reinforcing mesh is lifted to the upper surface, the reinforcing mesh is ensured to be placed at the middle upper part of the terrace concrete, then, upper layer concrete is paved, the steel mesh is pulled and scraped to be flat, 160g/m2 glass fiber mesh cloth is pressed into the surface layer, the lap length is not less than 50mm, the steel mesh is ensured not to be exposed, the steel mesh is rolled back and forth by a roller in a crossed mode until the surface is flat, compact and smeared by a special person after cement paste overflows. And performing secondary press polishing during initial setting of the concrete, spreading cement sand with the surface ratio of 1:1, compacting and polishing, removing exposed movable stones, basically forming surface mortar, press polishing and napping before final setting. And (5) watering the concrete immediately after final setting for curing, wherein the continuous curing time is 7-10 d. The construction process effectively solves the problem of large-scale floor hollowing and cracking in the construction of the floor insulation board, has simple construction and easy operation, greatly improves the construction quality, and avoids the conditions of mass quality maintenance, cost investment and quality complaint of owners in the later period.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (8)
1. A floor insulation board surface layer anti-cracking construction method is characterized by comprising the following steps: the method comprises the following steps:
the method comprises the following steps: preparing work and designing a scheme;
step two: treating a base layer and controlling the molding quality;
step three: controlling the construction quality of the heat-insulation board;
step four: processing the interface of the heat-insulation plate;
step five: pouring concrete;
step six: maintaining a finished product;
step seven: data acquisition and analysis; and (4) testing.
2. The floor insulation board surface layer anti-cracking construction method according to claim 1, characterized in that the second step specifically comprises: firstly, treating a base layer, secondly, arranging the modulus of the insulation boards, paving the insulation boards, then performing concrete pouring construction, maintaining finished products, and acquiring and analyzing data in the process.
3. The anti-cracking construction method for the floor insulation board surface layer according to claim 2, wherein the base floor is roughened by a floor cleaning machine, cleaned, sprayed with water in advance and kept fully wet; 1:3, adopting cement mortar for construction, compacting and leveling the cement before initial setting, finishing secondary press polish after water collection before final setting of the cement, and ensuring large surface to be flat and maintained in time; surface flatness data acquisition is carried out, a record is formed, the fact that the insulation board is paved without unevenness and damage is guaranteed, and the fact that the integrity is stressed evenly is guaranteed.
4. The floor insulation board surface layer cracking-prevention construction method according to claim 3, characterized in that the extruded polystyrene board is laid on the leveling layer by using special bonding mortar, the construction is performed by using a full-spread method, and the width (20mm) of the abutted seam and the flatness are controlled; flexible foam strips (the thickness of the foam strips is not more than 5mm, and the height of the foam strips is not more than the thickness of terrace concrete) are adhered to the periphery of the wall body of the heat insulation board, splicing seams with the interval of 20mm are arranged on the ground according to the size of the heat insulation board, reinforcing steel bars with the diameter of phi 4 are respectively placed in the splicing seams of the heat insulation board according to the arrangement modulus of the heat insulation board which is popped out of the heat insulation board, and binding wires at the cross-shaped joint; the steel bar mesh centering is ensured; the size is cut apart to the record heated board, buries underground of reinforcing bar net piece and arranges, forms the record, when the concrete construction, effectively contrasts during the data acquisition.
5. The floor insulation board surface layer cracking-prevention construction method according to claim 4, characterized in that after the insulation board and the base layer ground are bonded sufficiently and firmly, the extruded polystyrene board surface is subjected to construction treatment by adopting a two-component interface treating agent, so that good bonding with fine aggregate concrete at a later stage is ensured; the effective connection of the concrete and the heat insulation plate is controlled to form a whole.
6. The anti-cracking construction method for the floor insulation board surface layer according to claim 5, characterized in that before the floor concrete pouring construction, reinforcing mesh pieces with phi 4 which are bound in blocks are placed on the insulation board and are bound in place in a staggered lap joint manner; c20 fine stone concrete is adopted for pouring construction, firstly fine stone concrete with the thickness of 2-3cm is loosely paved, then the tied reinforcing mesh is lifted to the upper surface, the reinforcing mesh is ensured to be placed at the middle upper part of the terrace concrete, then upper layer concrete is paved, the steel mesh is pulled and scraped to be flat, 160g/m2 glass fiber mesh cloth is pressed into the surface layer, the lap length is more than or equal to 50mm, the steel mesh is ensured not to be exposed, the steel mesh is rolled back and forth by a roller in a crossed manner until the surface is flat, compact and spread out, and then the cement paste is polished by a special person. The reinforcing mesh is arranged in a concrete system, and the internal tensile stress of the concrete is effectively resisted.
7. The floor insulation board surface layer cracking-preventing construction method according to claim 6, characterized in that the second calendering is performed during the initial setting of concrete, 1:1 cement sand is sprinkled on the surface to be compacted and polished, exposed movable stones are removed, surface mortar is basically formed, and calendering and napping are performed before final setting; and (5) watering the concrete immediately after final setting for curing, wherein the continuous curing time is 7-10 d.
8. The floor insulation board surface layer anti-cracking construction method according to claim 7, characterized in that the molding experiment sample plate is monitored, data are collected in stages, a stress change data analysis table and a molding surface crack trend graph are drawn, comparative analysis is performed, the insulation board dividing slit width, the concrete pouring thickness, the insulation laying surface flatness, the corresponding height of the steel bar arrangement position, indoor and outdoor temperature data monitoring and the like are mainly collected, effective records are formed, and big data statistics is performed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910973049.8A CN111197357A (en) | 2019-10-14 | 2019-10-14 | Anti-cracking construction method for floor insulation board surface layer |
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| CN201910973049.8A CN111197357A (en) | 2019-10-14 | 2019-10-14 | Anti-cracking construction method for floor insulation board surface layer |
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| CN111197357A true CN111197357A (en) | 2020-05-26 |
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| CN201910973049.8A Pending CN111197357A (en) | 2019-10-14 | 2019-10-14 | Anti-cracking construction method for floor insulation board surface layer |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049365A (en) * | 2020-09-01 | 2020-12-08 | 上海家树建筑工程有限公司 | Indoor terrace construction method and indoor terrace structure applied to same |
| CN113738061A (en) * | 2021-09-13 | 2021-12-03 | 中建八局第三建设有限公司 | Construction method of thin-layer composite heat-insulation terrace with foamed concrete plate |
| CN116905762A (en) * | 2023-07-21 | 2023-10-20 | 中国十七冶集团有限公司 | Crack-resistant graphite polystyrene heat-insulation sound-insulation terrace and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7378044B1 (en) * | 2001-11-05 | 2008-05-27 | Potlatch Corporation | Method for manufacturing wood-based composite panel having foil overlay |
| CN101476382A (en) * | 2009-01-21 | 2009-07-08 | 中建五局第三建设有限公司 | Construction method of angle steel angle bead dividing joint of large-area concrete floor |
| CN105064659A (en) * | 2015-07-07 | 2015-11-18 | 中国轻工建设工程有限公司 | High position stereo shelf warehouse super-flat terrace construction technology |
| CN206256660U (en) * | 2016-10-21 | 2017-06-16 | 广州博邦制冷科技有限公司 | A kind of freezer ultra-flat terrace |
| CN108222304A (en) * | 2018-03-19 | 2018-06-29 | 南通中顺节能建筑材料有限公司 | Block of glass wool heat insulating and sound insulating system and its construction method |
| CN110206270A (en) * | 2019-05-15 | 2019-09-06 | 上海建工七建集团有限公司 | A kind of floor structure and its construction method |
| CN110284715A (en) * | 2019-07-10 | 2019-09-27 | 龙信建设集团有限公司 | Modified extruded polystyrene board keeps the temperature resilient cushion floor anticracking construction method |
-
2019
- 2019-10-14 CN CN201910973049.8A patent/CN111197357A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7378044B1 (en) * | 2001-11-05 | 2008-05-27 | Potlatch Corporation | Method for manufacturing wood-based composite panel having foil overlay |
| CN101476382A (en) * | 2009-01-21 | 2009-07-08 | 中建五局第三建设有限公司 | Construction method of angle steel angle bead dividing joint of large-area concrete floor |
| CN105064659A (en) * | 2015-07-07 | 2015-11-18 | 中国轻工建设工程有限公司 | High position stereo shelf warehouse super-flat terrace construction technology |
| CN206256660U (en) * | 2016-10-21 | 2017-06-16 | 广州博邦制冷科技有限公司 | A kind of freezer ultra-flat terrace |
| CN108222304A (en) * | 2018-03-19 | 2018-06-29 | 南通中顺节能建筑材料有限公司 | Block of glass wool heat insulating and sound insulating system and its construction method |
| CN110206270A (en) * | 2019-05-15 | 2019-09-06 | 上海建工七建集团有限公司 | A kind of floor structure and its construction method |
| CN110284715A (en) * | 2019-07-10 | 2019-09-27 | 龙信建设集团有限公司 | Modified extruded polystyrene board keeps the temperature resilient cushion floor anticracking construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049365A (en) * | 2020-09-01 | 2020-12-08 | 上海家树建筑工程有限公司 | Indoor terrace construction method and indoor terrace structure applied to same |
| CN113738061A (en) * | 2021-09-13 | 2021-12-03 | 中建八局第三建设有限公司 | Construction method of thin-layer composite heat-insulation terrace with foamed concrete plate |
| CN116905762A (en) * | 2023-07-21 | 2023-10-20 | 中国十七冶集团有限公司 | Crack-resistant graphite polystyrene heat-insulation sound-insulation terrace and construction method |
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