CN116254973A - Construction method of fitness center - Google Patents
Construction method of fitness center Download PDFInfo
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- CN116254973A CN116254973A CN202310095615.6A CN202310095615A CN116254973A CN 116254973 A CN116254973 A CN 116254973A CN 202310095615 A CN202310095615 A CN 202310095615A CN 116254973 A CN116254973 A CN 116254973A
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- construction
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- air defense
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- 238000010276 construction Methods 0.000 title claims abstract description 61
- 230000007123 defense Effects 0.000 claims abstract description 56
- 239000003973 paint Substances 0.000 claims abstract description 18
- 238000005201 scrubbing Methods 0.000 claims abstract description 5
- 239000011083 cement mortar Substances 0.000 claims description 39
- 239000004568 cement Substances 0.000 claims description 30
- 239000010410 layer Substances 0.000 claims description 27
- 239000004567 concrete Substances 0.000 claims description 21
- 239000011150 reinforced concrete Substances 0.000 claims description 18
- 239000004570 mortar (masonry) Substances 0.000 claims description 16
- 238000011065 in-situ storage Methods 0.000 claims description 15
- 238000007788 roughening Methods 0.000 claims description 15
- 239000000126 substance Substances 0.000 claims description 13
- 239000003292 glue Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 238000005266 casting Methods 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000004140 cleaning Methods 0.000 claims description 9
- 230000037452 priming Effects 0.000 claims description 9
- 238000005507 spraying Methods 0.000 claims description 9
- 239000003795 chemical substances by application Substances 0.000 claims description 7
- 239000011491 glass wool Substances 0.000 claims description 7
- 238000004078 waterproofing Methods 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 230000002457 bidirectional effect Effects 0.000 claims description 6
- 230000001680 brushing effect Effects 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 239000011521 glass Substances 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 238000005498 polishing Methods 0.000 claims description 6
- 230000007480 spreading Effects 0.000 claims description 6
- 238000003892 spreading Methods 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- 239000002344 surface layer Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 3
- 241000255969 Pieris brassicae Species 0.000 claims description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 claims description 3
- 238000010009 beating Methods 0.000 claims description 3
- 239000004571 lime Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000002356 single layer Substances 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000007774 longterm Effects 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000004630 mental health Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
-
- 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
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
-
- 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
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
- E04B1/648—Damp-proof courses obtained by injection or infiltration of water-proofing agents into an existing wall
-
- 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
- E04B1/82—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 sound only
- E04B1/84—Sound-absorbing elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a construction method of a body-building center, which comprises the following steps: the construction of underground garage ground construction, civil air defense oral area room and civil air defense component room ground construction, wind machine room and defence duty room ground construction, underground garage, civil air defense component room skirting construction, wind machine room, defence duty room skirting construction, civil air defense oral area room inner wall construction, underground garage, civil air defense component room, fan room, defence duty room inner wall construction, fan room inner wall construction, civil air defense ceiling, fan roof canopy construction, the construction of underground garage, civil air defense component room, fan room, defence duty room inner wall further comprises the following steps: white mildew-proof scrubbing-resistant paint is scraped by two layers of putty special for mildew-proof paint. The construction method of the body-building center can effectively avoid the occurrence of the condition of moist inside, thereby preventing the wall surface from mildewing, greatly reducing the cost of later maintenance and being beneficial to the long-term use of stadiums.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a construction method of a body-building center.
Background
Body building is a sport item for building the body of a person and enhancing the physique of the person. The exercise form and the exercise means of body building are formulated according to the principle of human life science, so as to achieve the purpose of promoting physical and mental health of people, and the human body is damaged due to unscientific overexcitation exercise.
At present, body-building centers in cities are arranged in parks for citizens to exercise in rest time.
The wall that can among the prior art body-building center is its inside when being under construction, in order to prevent that the echo is serious in the fan room, can carry out sound absorption to the wall of fan room more, can be through the wall after the sound absorption, because needs additional light gauge steel and glass wool, easily lead to its inside moist, and then appear the condition that the wall mildews, improved the cost of later maintenance greatly, be unfavorable for the long-term use in stadium.
Disclosure of Invention
The invention aims to provide a construction method of a body-building center, which aims to solve the problems in the prior art.
In order to achieve the above purpose, the present invention provides the following technical solutions: a construction method of a body-building center comprises the following steps:
s1, constructing the ground of an underground garage;
s2, constructing the ground between the civil air defense opening room and the civil air defense member;
s3, constructing a wind machine room and the ground of the chemical-defense duty room;
s4, constructing skirting among the underground garage, the civil air defense opening house and the civil air defense components;
s5, skirting construction of a fan room and an anti-chemical duty room;
s6, constructing an inner wall of a room for the civil air defense opening;
s7, constructing the inner wall of the underground garage, the civil air defense component room, the blower room and the chemical defense duty room;
s8, constructing an inner wall of the fan room;
s9, a ceiling of the civil air defense area;
s10, constructing a fan roof shed.
The construction of the underground garage, the civil air defense component room, the fan room and the chemical defense duty room inner wall further comprises the following steps:
s701, white mildew-proof scrubbing-resistant paint;
s702, leveling special putty for mildew-proof paint;
s703, trowelling cement mortar with the thickness of 1:2.5;
s704, a plain cement paste is used;
s705, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s706, special interface mortar is sprayed on the wall surface.
Preferably, the ground construction of the underground garage further comprises the following steps:
s101, spreading metal aggregate on the surface after the concrete strength reaches the standard, forming a 2-3-thick metal aggregate wear-resistant surface layer,
polishing while beating;
s102, 50-thickness C25 fine stone concrete, internally provided with phi 6@200 bidirectional reinforcing steel bar net, and 20-width steel bar net
A joint, an asphalt cement caulking joint;
s103, a C15 concrete cushion layer with the thickness of 150 is thickened, and a slope is found in a water collecting pit within a range of 1m around a slope drainage ditch or a water collecting pit;
s103, cleaning the surface of the cast-in-situ reinforced concrete building (bottom) plate.
Preferably, the ground construction between the civil air defense oral house and the civil air defense member further comprises the following steps:
s201, spraying 1:1 cement sand on the surface of the C20 fine stone concrete with the thickness of 50, brushing along with tamping, and internally matching a single-layer bidirectional phi 6@150 reinforcing steel mesh for binding or spot welding (grid joints are arranged according to the longitudinal and transverse spacing of less than or equal to 6M);
s202, a C15 concrete cushion layer with the thickness of 150;
s203, a plain cement mortar bonding layer (internally doped with building glue);
s204, casting reinforced concrete building (bottom) plates in situ.
Preferably, the ground construction of the wind machine room and the chemical defense duty room further comprises the following steps:
s301, paving and leveling a surface layer of the 800x800 anti-slip floor tile with the thickness of 10;
s302, spreading plain cement on the surface of the dry cement mortar bonding layer with the thickness of 1:3;
s303, a cement mortar leveling layer with the thickness of 20 and the ratio of 1:2.5;
s304, 150 thick C15 concrete cushion (the ground room is free of the cushion);
s305, a plain cement mortar bonding layer (internally doped with building glue);
s306, a cast-in-situ reinforced concrete floor slab;
preferably, the construction of skirting between underground garage, civil air defense oral house and civil air defense components further comprises the following steps:
s401, cement skirting or hidden skirting 150 is high;
s402, compacting and polishing the plastering surface of the cement mortar with the thickness of 1:2;
s403, cement paste is mixed (building glue is doped in);
s404, 12-thickness 1:3 cement mortar is subjected to base roughening or streaking.
Preferably, the skirting construction of the fan room and the chemical-resistant duty room further comprises the following steps:
s501, 10 thick floor tile skirting 150 is high, and the thin cement paste is used for cleaning the seam;
s502, an 8-thick 1:2 cement mortar bonding layer (internally doped with building glue);
s503, backing and roughening or scribing channels by using cement mortar with the thickness of 1:3.
Preferably, the construction of the indoor wall for the civil air defense opening further comprises the following steps:
s601, trowelling cement mortar with the thickness of 5:2.5;
s602, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s603, special interface mortar is sprayed on the wall surface.
Preferably, the fan house inner wall construction further comprises the following steps:
s801, 10-thickness 600 multiplied by 600 perforated fiber cement pressure plates, white paint 2 degrees;
s802, a layer of glass cloth is tightly fixed on the surface of the keel;
s803, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s804, 5 thick waterproof mortar is used;
s805, 8-thick cement lime paste mortar priming and roughening at a ratio of 1:1:6;
s806, firstly spraying wet wall surfaces and then spraying 3-thickness special interface mortar.
Preferably, the civil air defense area ceiling further comprises the following steps:
s901, cleaning a concrete slab, and brushing large white slurry;
s902, casting the reinforced concrete slab bottom in situ.
Preferably, the fan roof shed construction further comprises the following steps:
s1001, 10 thick 600 x 600 perforated fiber cement pressure plates, white paint 2 degrees;
s1002, a layer of glass cloth is tightly fixed on the surface of a keel;
s1003, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s1004, fixing the keel ceiling hanging piece with the reinforced concrete slab by using an expansion bolt;
s1005, casting reinforced concrete slab bottom in situ.
The invention has the technical effects and advantages that: according to the construction method of the body-building center, white mildew-proof scrubbing-resistant paint is adopted, special putty is adopted to smooth, cement mortar with the thickness of 5:2.5 is adopted to smooth, plain cement mortar is adopted to paint, cement mortar with the thickness of 9:3 is adopted to paint base and brush hair (internally doped with a waterproofing agent), and special interface mortar is adopted to paint the wall surface firstly to spray the wall surface firstly and then to carry out sound absorption treatment, so that the condition of internal wetness of the wall surface can be effectively avoided, the mildew of the wall surface is prevented, the later maintenance cost is greatly reduced, and the long-term use of a stadium is facilitated.
Detailed Description
The technical solutions of the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The invention provides a construction method of a body-building center, which comprises the following steps:
s1, constructing the ground of an underground garage;
s2, constructing the ground between the civil air defense opening room and the civil air defense member;
s3, constructing a wind machine room and the ground of the chemical-defense duty room;
s4, constructing skirting among the underground garage, the civil air defense opening house and the civil air defense components;
s5, skirting construction of a fan room and an anti-chemical duty room;
s6, constructing an inner wall of a room for the civil air defense opening;
s7, constructing the inner wall of the underground garage, the civil air defense component room, the blower room and the chemical defense duty room;
s8, constructing an inner wall of the fan room;
s9, a ceiling of the civil air defense area;
s10, constructing a fan roof shed.
The construction of the underground garage, the civil air defense component room, the fan room and the chemical defense duty room inner wall further comprises the following steps:
s701, white mildew-proof scrubbing-resistant paint;
s702, leveling special putty for mildew-proof paint;
s703, trowelling cement mortar with the thickness of 1:2.5;
s704, a plain cement paste is used;
s705, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s706, special interface mortar is sprayed on the wall surface.
Specifically, the ground construction of the underground garage further comprises the following steps:
s101, spreading metal aggregate on the surface after the concrete strength reaches the standard, forming a 2-3-thick metal aggregate wear-resistant surface layer,
polishing while beating;
s102, 50-thickness C25 fine stone concrete, internally provided with phi 6@200 bidirectional reinforcing steel bar net, and 20-width steel bar net
A joint, an asphalt cement caulking joint;
s103, a C15 concrete cushion layer with the thickness of 150 is thickened, and a slope is found in a water collecting pit within a range of 1m around a slope drainage ditch or a water collecting pit;
s103, cleaning the surface of the cast-in-situ reinforced concrete building (bottom) plate.
Specifically, the ground construction between the civil air defense oral house and the civil air defense member further comprises the following steps:
s201, spraying 1:1 cement sand on the surface of the C20 fine stone concrete with the thickness of 50, brushing along with tamping, and internally matching a single-layer bidirectional phi 6@150 reinforcing steel mesh for binding or spot welding (grid joints are arranged according to the longitudinal and transverse spacing of less than or equal to 6M);
s202, a C15 concrete cushion layer with the thickness of 150;
s203, a plain cement mortar bonding layer (internally doped with building glue);
s204, casting reinforced concrete building (bottom) plates in situ.
Specifically, the ground construction of the wind machine room and the chemical-defense duty room further comprises the following steps:
s301, paving and leveling a surface layer of the 800x800 anti-slip floor tile with the thickness of 10;
s302, spreading plain cement on the surface of the dry cement mortar bonding layer with the thickness of 1:3;
s303, a cement mortar leveling layer with the thickness of 20 and the ratio of 1:2.5;
s304, 150 thick C15 concrete cushion (the ground room is free of the cushion);
s305, a plain cement mortar bonding layer (internally doped with building glue);
s306, a cast-in-situ reinforced concrete floor slab;
specifically, the construction of skirting among the underground garage, the civil air defense oral house and the civil air defense members further comprises the following steps:
s401, cement skirting or hidden skirting 150 is high;
s402, compacting and polishing the plastering surface of the cement mortar with the thickness of 1:2;
s403, cement paste is mixed (building glue is doped in);
s404, 12-thickness 1:3 cement mortar is subjected to base roughening or streaking.
Specifically, the skirting construction of the fan room and the chemical-resistant duty room further comprises the following steps:
s501, 10 thick floor tile skirting 150 is high, and the thin cement paste is used for cleaning the seam;
s502, an 8-thick 1:2 cement mortar bonding layer (internally doped with building glue);
s503, backing and roughening or scribing channels by using cement mortar with the thickness of 1:3.
Specifically, the construction of the indoor wall for the civil air defense opening further comprises the following steps:
s601, trowelling cement mortar with the thickness of 5:2.5;
s602, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s603, special interface mortar is sprayed on the wall surface.
Specifically, the construction of the inner wall of the fan room further comprises the following steps:
s801, 10-thickness 600 multiplied by 600 perforated fiber cement pressure plates, white paint 2 degrees;
s802, a layer of glass cloth is tightly fixed on the surface of the keel;
s803, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s804, 5 thick waterproof mortar is used;
s805, 8-thick cement lime paste mortar priming and roughening at a ratio of 1:1:6;
s806, firstly spraying wet wall surfaces and then spraying 3-thickness special interface mortar.
Specifically, the civil air defense area ceiling further comprises the following steps:
s901, cleaning a concrete slab, and brushing large white slurry;
s902, casting the reinforced concrete slab bottom in situ.
Specifically, the construction of the fan roof shed further comprises the following steps:
s1001, 10 thick 600 x 600 perforated fiber cement pressure plates, white paint 2 degrees;
s1002, a layer of glass cloth is tightly fixed on the surface of a keel;
s1003, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s1004, fixing the keel ceiling hanging piece with the reinforced concrete slab by using an expansion bolt;
s1005, casting reinforced concrete slab bottom in situ.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present invention, and although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present invention.
Claims (10)
1. The construction method of the body-building center is characterized by comprising the following steps of:
s1, constructing the ground of an underground garage;
s2, constructing the ground between the civil air defense opening room and the civil air defense member;
s3, constructing a wind machine room and the ground of the chemical-defense duty room;
s4, constructing skirting among the underground garage, the civil air defense opening house and the civil air defense components;
s5, skirting construction of a fan room and an anti-chemical duty room;
s6, constructing an inner wall of a room for the civil air defense opening;
s7, constructing the inner wall of the underground garage, the civil air defense component room, the blower room and the chemical defense duty room;
s8, constructing an inner wall of the fan room;
s9, a ceiling of the civil air defense area;
s10, constructing a fan roof shed.
The construction of the underground garage, the civil air defense component room, the fan room and the chemical defense duty room inner wall further comprises the following steps:
s701, white mildew-proof scrubbing-resistant paint;
s702, leveling special putty for mildew-proof paint;
s703, trowelling cement mortar with the thickness of 1:2.5;
s704, a plain cement paste is used;
s705, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s706, special interface mortar is sprayed on the wall surface.
2. The exercise center construction method of claim 1, wherein: the ground construction of the underground garage further comprises the following steps:
s101, spreading metal aggregate on the surface after the concrete strength reaches the standard, forming a 2-3-thick metal aggregate wear-resistant surface layer,
polishing while beating;
s102, 50-thickness C25 fine stone concrete, internally provided with phi 6@200 bidirectional reinforcing steel bar net, and 20-width steel bar net
A joint, an asphalt cement caulking joint;
s103, a C15 concrete cushion layer with the thickness of 150 is thickened, and a slope is found in a water collecting pit within a range of 1m around a slope drainage ditch or a water collecting pit;
s103, cleaning the surface of the cast-in-situ reinforced concrete building (bottom) plate.
3. The exercise center construction method of claim 1, wherein: the ground construction between the civil air defense oral house and the civil air defense member further comprises the following steps:
s201, spraying 1:1 cement sand on the surface of the C20 fine stone concrete with the thickness of 50, brushing along with tamping, and internally matching a single-layer bidirectional phi 6@150 reinforcing steel mesh for binding or spot welding (grid joints are arranged according to the longitudinal and transverse spacing of less than or equal to 6M);
s202, a C15 concrete cushion layer with the thickness of 150;
s203, a plain cement mortar bonding layer (internally doped with building glue);
s204, casting reinforced concrete building (bottom) plates in situ.
4. The exercise center construction method of claim 1, wherein: the ground construction of the wind machine room and the defending duty room further comprises the following steps:
s301, paving and leveling a surface layer of the 800x800 anti-slip floor tile with the thickness of 10;
s302, spreading plain cement on the surface of the dry cement mortar bonding layer with the thickness of 1:3;
s303, a cement mortar leveling layer with the thickness of 20 and the ratio of 1:2.5;
s304, 150 thick C15 concrete cushion (the ground room is free of the cushion);
s305, a plain cement mortar bonding layer (internally doped with building glue);
s306, casting the reinforced concrete floor slab in situ.
5. The exercise center construction method of claim 1, wherein: the construction of skirting between the underground garage and the civil air defense building and the civil air defense components further comprises the following steps:
s401, cement skirting or hidden skirting 150 is high;
s402, compacting and polishing the plastering surface of the cement mortar with the thickness of 1:2;
s403, cement paste is mixed (building glue is doped in);
s404, 12-thickness 1:3 cement mortar is subjected to base roughening or streaking.
6. The exercise center construction method of claim 1, wherein: the skirting construction of the wind machine room and the chemical-resistant duty room further comprises the following steps:
s501, 10 thick floor tile skirting 150 is high, and the thin cement paste is used for cleaning the seam;
s502, an 8-thick 1:2 cement mortar bonding layer (internally doped with building glue);
s503, backing and roughening or scribing channels by using cement mortar with the thickness of 1:3.
7. The exercise center construction method of claim 1, wherein: the construction of the indoor wall for the civil air defense opening further comprises the following steps:
s601, trowelling cement mortar with the thickness of 5:2.5;
s602, priming and roughening cement mortar (internally doped with waterproofing agent) with the thickness of 1:3;
s603, special interface mortar is sprayed on the wall surface.
8. The exercise center construction method of claim 1, wherein: the construction of the inner wall of the fan room further comprises the following steps:
s801, 10-thickness 600 multiplied by 600 perforated fiber cement pressure plates, white paint 2 degrees;
s802, a layer of glass cloth is tightly fixed on the surface of the keel;
s803, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s804, 5 thick waterproof mortar is used;
s805, 8-thick cement lime paste mortar priming and roughening at a ratio of 1:1:6;
s806, firstly spraying wet wall surfaces and then spraying 3-thickness special interface mortar.
9. The exercise center construction method of claim 1, wherein: the civil air defense area ceiling further comprises the following steps:
s901, cleaning a concrete slab, and brushing large white slurry;
s902, casting the reinforced concrete slab bottom in situ.
10. The exercise center construction method of claim 1, wherein: the construction of the fan roof shed further comprises the following steps:
s1001, 10 thick 600 x 600 perforated fiber cement pressure plates, white paint 2 degrees;
s1002, a layer of glass cloth is tightly fixed on the surface of a keel;
s1003, 50 series of light steel keels are stuck with 50-thickness bagged superfine glass wool;
s1004, fixing the keel ceiling hanging piece with the reinforced concrete slab by using an expansion bolt;
s1005, casting reinforced concrete slab bottom in situ.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310095615.6A CN116254973A (en) | 2023-02-10 | 2023-02-10 | Construction method of fitness center |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310095615.6A CN116254973A (en) | 2023-02-10 | 2023-02-10 | Construction method of fitness center |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116254973A true CN116254973A (en) | 2023-06-13 |
Family
ID=86687445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310095615.6A Pending CN116254973A (en) | 2023-02-10 | 2023-02-10 | Construction method of fitness center |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116254973A (en) |
-
2023
- 2023-02-10 CN CN202310095615.6A patent/CN116254973A/en active Pending
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