CN113789933A - Ground installation method for overhead building - Google Patents
Ground installation method for overhead building Download PDFInfo
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- CN113789933A CN113789933A CN202111080017.9A CN202111080017A CN113789933A CN 113789933 A CN113789933 A CN 113789933A CN 202111080017 A CN202111080017 A CN 202111080017A CN 113789933 A CN113789933 A CN 113789933A
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- 238000009434 installation Methods 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 36
- 239000000919 ceramic Substances 0.000 claims description 25
- 239000003292 glue Substances 0.000 claims description 24
- 238000010276 construction Methods 0.000 claims description 16
- 239000011248 coating agent Substances 0.000 claims description 14
- 238000000576 coating method Methods 0.000 claims description 14
- 239000003795 chemical substances by application Substances 0.000 claims description 10
- 238000010079 rubber tapping Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 238000012360 testing method Methods 0.000 claims description 6
- 238000009413 insulation Methods 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 4
- 238000013461 design Methods 0.000 claims description 3
- 239000000428 dust Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 claims description 3
- 238000011990 functional testing Methods 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 235000011837 pasties Nutrition 0.000 claims description 3
- 239000002244 precipitate Substances 0.000 claims description 3
- 238000010408 sweeping Methods 0.000 claims description 3
- 239000002966 varnish Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000001680 brushing effect Effects 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 claims 2
- 230000001070 adhesive effect Effects 0.000 claims 2
- 229920000049 Carbon (fiber) Polymers 0.000 claims 1
- 239000004917 carbon fiber Substances 0.000 claims 1
- 239000002131 composite material Substances 0.000 claims 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims 1
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 239000000203 mixture Substances 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
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- 239000004575 stone Substances 0.000 description 2
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- 230000008094 contradictory effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
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- 239000004570 mortar (masonry) Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02447—Supporting structures
- E04F15/02458—Framework supporting the panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/22—Resiliently-mounted floors, e.g. sprung floors
- E04F15/225—Shock absorber members therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/22—Implements for finishing work on buildings for laying flooring of single elements, e.g. flooring cramps ; flexible webs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses an overhead building ground installation method, and belongs to the technical field of building construction. The invention adopts the mode that the chassis is welded, clamped or integrally formed with the bolt, the height of the support gasket with the nut can be adjusted in the process of rotating along with the bolt, and the rubber gasket is additionally arranged between the support gasket and the bearing plate to play the roles of shock absorption and support. And the regulation levelness mode of this application reaches the purpose through the relative position of adjusting the support gasket of taking the nut on the bolt, and personnel can directly stand and implement the operation on the bearing board that has laid, and convenient operation has just promoted work efficiency, if the later stage meets the equipment pipeline and damages, can install and remove many times and used repeatedly, and it is also very easy to change the maintenance, accords with green theory.
Description
The technical field is as follows:
the invention relates to the technical field of building construction, in particular to an overhead building ground installation method.
Background art:
at present, the country greatly promotes the fabricated building, and the overhead floor serves as a secondary structure, so that the separation of equipment pipelines and the floor can be realized besides the need of thin tile pasting, wood floor laying, stone material laying, rubber floor or carpet and other plane materials, the laying of water supply (drainage) pipelines, electric wires and cables and electromechanical equipment on the overhead floor is convenient, the original floor is not required to be chiseled, backfilled and leveled by mortar, the damage caused by the traditional construction methods such as chiseling and digging on the floor during secondary reconstruction is avoided, the construction period is favorably shortened, the decoration cost is reduced, and a large amount of building garbage and labor cost which cannot be reused are reduced.
In order to solve the actual problem that exists in the above-mentioned production, need urgent research and development an overhead building ground mounting method, the construction is simple swift, the wholeness is good, if meet the equipment pipeline damage in later stage, can install and remove and used repeatedly many times, it is also very easy to change the maintenance, accord with green theory, except meeting the floor and bearing the weight of the requirement completely, still effectively solve the subaerial thin tiling of overhead building, lay the technological problem of plane materiel such as timber apron, stone material, rubber-coated floor or carpet, also adopt the damping way of giving sound insulation simultaneously, solve the noise and disturb people and influence difficult problems such as neighborhood harmonious relation.
The invention content is as follows:
the invention aims to provide an overhead building ground installation method aiming at the defects in the prior art.
In order to solve the above defects in the prior art, the technical scheme provided by the invention is as follows: an overhead building ground installation method comprises the following construction steps:
(1) treating a floor base layer:
the surface of the floor slab base layer is smooth and clean without ash, and the water content is not more than 8%;
(2) and (3) measuring and paying off a floor slab:
firstly, measuring the length and width dimensions of a room floor slab, and finding out a central intersection point of longitudinal and transverse lines;
calculating according to the length and width of the floor slab, symmetrically dividing according to the central intersection point of the longitudinal and transverse lines, snapping lines on the surface of the floor slab base layer according to the size of the bearing plate to form a square grid, marking the installation position and the elevation control line of the bearing plate, and marking the reserved part of the equipment pipeline;
(3) installing a support seat assembly:
installing a base and a bolt on the floor base layer by shooting nails or glue in comparison with the intersection point of grids above the floor base layer surface, installing a support gasket with a nut at the upper part on the bolt, and adjusting the height of the support gasket to the height of the support gasket of the whole room by a left-handed or right-handed bolt;
(4) installation of equipment pipeline system:
the space between the bottom of the base and the bottom surface of the upper supporting gasket in the step (3) is ensured to meet the requirement of the installation space of the equipment pipeline system; on the floor base layer, adopting equipment pipeline separation technology, and constructing and installing an equipment pipeline system by a dry method;
(5) laying a bearing plate:
laying a bearing plate on the bearing plate according to the installation position of the bearing plate;
comprehensive function test and acceptance:
the functional test and the sub-item acceptance mainly comprise the tests of the conditions of the integral bearing performance, the sound insulation performance, the flatness, the waterproof and fireproof performance and the like.
As an improvement of the ground installation method of the overhead building, after the step (5), the method further comprises the following construction steps:
(6) and (3) mounting a balance plate:
laying a layer of balance plates on the bearing plate in a staggered manner;
(7) waterproof treatment of the ground of the overhead building:
firstly, sweeping garbage and dust on the ground of an overhead building; carrying out gap filling treatment on gaps between the balance plates on the ground of the overhead building and gaps between the balance plates and the wall surface by using a leakage repairing material; after the gap is repaired and dried, uniformly coating a layer of interface agent on the ground of the overhead building; after the interface agent is dried completely, uniformly coating the waterproof coating on the ground of the overhead building twice;
(8) the floor of the overhead building is thinly tiled with ceramic tiles:
and (5) tiling the balance plate by using tile glue.
As an improvement of the ground installation method of the overhead building, the floor in the step (1) adopts a cast-in-place plate or a laminated plate, the plate thickness is 120-180mm, the subsequent construction can be arranged when the structural strength reaches more than 100 percent, and varnish is coated on the surface of a base layer according to the design requirement when necessary.
As an improvement of the ground installation method for the overhead building of the present invention, in the step (2), when the room is rectangular, a square ruler is used to measure whether the adjacent walls are vertical, if not, the walls need to be processed.
As an improvement of the ground installation method of the overhead building, in the step (3), the chassis is connected with the bolt in a welding manner, a snap spring clamping manner or an integral forming manner, a rubber gasket is arranged on the supporting gasket, the bolt is hollow and is provided with internal and external threads, and a groove for inserting a screwdriver is formed in the top of the bolt.
In the step (5), when the bearing plate is laid, the bolts can be rotated to adjust the levelness, so as to ensure that the four corner joints of the bearing plate are in a flat, tight and horizontal state, and the upper cover plate of the support assembly is fixed by screws, wherein the bearing plate is a CFC laminate, and the thickness of the bearing plate 2 is 24 +/-2 mm.
In the step (6), the bearing plate and the balance plate are connected and fixed through self-tapping screws, glue or air-exhausting nails, the distance between the self-tapping screws and the air-exhausting nails is 300 +/-10 mm, the distance from the four sides of the balance plate is 30 +/-5 mm, the thickness of the balance plate is 10 +/-2 mm, and the size of the balance plate 5 is 1200 multiplied by 2440 multiplied by 12 mm.
As an improvement of the ground installation method of the overhead building, in the step (7), the interface agent is required to be uniformly coated on the place where the brush leakage cannot occur; the coating thickness of the waterproof coating is 2 mm.
In the step (8), after the tile glue is poured into the barrel, clear water in a scientific proportion is required to be mixed, an electric stirrer is used for fully and uniformly stirring until the tile glue is pasty without particles and precipitates, the tile glue is used after standing for 5-10 minutes, and the tile glue is slightly stirred when in use.
As an improvement of the overhead building ground installation method, in the step (8), the ceramic tiles and the balance plate do not need to be soaked and wetted, the ceramic tiles are stuck on the balance plate by the ceramic tile glue and then lightly knocked by a rubber hammer until the ceramic tiles are compact, and the ceramic tiles are confirmed to be horizontal and vertical; according to different qualities and sizes of the ceramic tiles, an expansion joint of 1-5mm is reserved during paving construction, and the gap is leveled by a ceramic tile leveling device; after the tiles are laid for 24 hours, gaps among the tiles need to be filled.
As described above, the ground installation method for an overhead building according to the present invention has the following advantageous effects: the invention adopts the mode that the chassis is welded with the bolt, the clamp spring is clamped or integrally formed, the height of the support gasket with the nut can be adjusted in the process of rotating along with the bolt, and the rubber gasket is additionally arranged between the support gasket and the bearing plate to play the roles of damping and supporting. And the regulation levelness mode of this application reaches the purpose through the relative position of adjusting the support gasket of taking the nut on the bolt, and personnel can directly stand and implement the operation on the bearing board that has laid, and convenient operation has just promoted work efficiency, if the later stage meets the equipment pipeline and damages, can install and remove many times and used repeatedly, and it is also very easy to change the maintenance, accords with green theory.
Description of the drawings:
FIG. 1 is a schematic diagram of the process flow of the construction method of the present invention.
Figure 2 is a diagram of one embodiment of the present invention.
The reference numerals include:
1-floor base layer 2-bearing plate 3-support component 4-equipment pipeline system 5-balance plate 6-interfacial agent 7-ceramic tile glue 8-ceramic tile
31-base 32-bolt 33-support gasket 34-upper cover plate 35-rubber gasket
The specific implementation mode is as follows:
the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making creative efforts based on the embodiments of the present invention, belong to the protection scope of the present invention.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, the descriptions related to "first", "second", etc. in the present invention are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, technical solutions between various embodiments may be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
As shown in fig. 1-2, the ground installation method for an overhead building of the present invention includes the following steps:
(1) treating a floor base layer 1:
the surface of the floor slab base layer 1 is smooth, bright and clean and does not generate ash, and the water content is not more than 8 percent;
(2) and (3) measuring and paying off a floor slab:
firstly, measuring the length and width dimensions of a room floor slab, and finding out a central intersection point of longitudinal and transverse lines;
calculating according to the length and width of the floor slab, symmetrically dividing according to the central intersection point of the longitudinal and transverse lines, snapping lines on the surface of the floor slab base layer 1 according to the size of the supporting plate 2 to form a square grid, marking the mounting position and elevation control lines of the supporting plate 2, and marking reserved parts of equipment pipelines;
(3) mounting the support assembly 3:
mounting a base 31 and a bolt 32 on the floor base layer by shooting nails or glue according to the intersection point of grids above the surface of the floor base layer 1, mounting a support gasket 33 with a nut at the upper part on the bolt 32, and adjusting the height of the support gasket 33 to the height of the support gasket 33 of the whole room by a left-handed or right-handed bolt 32;
(4) installation of the plant piping system 4:
the space between the bottom of the base 31 and the bottom surface of the upper supporting gasket 33 in the step (3) is ensured to meet the requirement of the installation space of the equipment pipeline system 4; on the floor base layer 1, adopting an equipment pipeline separation technology, and constructing and installing an equipment pipeline system 4 by a dry method;
(5) laying a bearing plate 2:
laying the bearing plate 2 on the supporting gasket 33 according to the installation position of the bearing plate 2;
comprehensive function test and acceptance:
the functional test and the sub-item acceptance mainly comprise the tests of the conditions of the integral bearing performance, the sound insulation performance, the flatness, the waterproof and fireproof performance and the like.
Further, after the step (5), the method further comprises the following construction steps:
(6) and (3) mounting a balance plate 5:
a layer of balance plates 5 are paved on the bearing plate 2 in a staggered way; laying a layer of balance plate 5, and fixedly connecting the balance plate 5 and the bearing plates 2 into a whole skin effect by using self-tapping screws, glue or air-exhausting nails, so that the support assemblies 3 of the bearing plates 2 are combined together to form a building structure with space rigidity and strength, and the rigidity and the strength of the building structure are utilized to reinforce the integral rigidity of the building.
(7) Waterproof treatment of the ground of the overhead building:
firstly, sweeping garbage and dust on the ground of an overhead building; carrying out gap filling treatment on gaps between the balance plates 5 on the ground of the overhead building and gaps between the balance plates 5 and the wall surface by using a leakage repairing material; after the gap is repaired and dried, uniformly coating a layer of interface agent 6 on the ground of the overhead building; after the interface agent 6 is dried completely, uniformly coating the waterproof paint on the ground of the overhead building twice;
(8) the thin tile 8 is pasted on the overhead floor ground:
Preferably, in the step (1), the floor adopts a cast-in-place plate or a laminated slab, the thickness of the slab is 120-180mm, after the structural strength is 100%, the subsequent construction can be arranged, and varnish is coated on the surface of the floor base layer 1 according to the design requirement when necessary.
Preferably, in the step (2), when the room is rectangular, the wall is processed by measuring whether the adjacent walls are vertical, for example, not vertical to each other, with a square ruler.
Preferably, in step (3), the chassis 31 with the bolt 32 is connected through welding, jump ring joint or integrated into one piece's mode, be provided with rubber gasket 35 on the support gasket 33, the bolt 32 sets up to cavity and is provided with interior external screw thread, the bolt 32 top is provided with and is used for screwdriver male recess.
Preferably, in the step (5), when the bearing plate 2 is laid, the bolt 32 may be rotated to adjust the levelness, so as to ensure that the four corner joints of the bearing plate 2 are flat and tight, and then the upper cover plate 34 of the support assembly 3 is fixed by screws, wherein the bearing plate 2 is a CFC laminate, and the thickness of the bearing plate 2 is 24 ± 2 mm. The installer can stand directly on the surface of the support plate 2 and adjust the height of the support pads 33 and the support plate 2 by screwing the screwdriver into the recesses at the tops of the bolts 32 exposed at the notches at the corners of the support plate 2.
Preferably, in the step (6), the supporting plate 2 and the balance plate 5 are connected and fixed through self-tapping screws, glue or air-exhausting nails, the distance between the self-tapping screws and the air-exhausting nails is 300 +/-10 mm, the distance between the self-tapping screws and the air-exhausting nails and the four sides of the balance plate 5 are 30 +/-5 mm, the thickness of the balance plate 5 is 10 +/-2 mm, and the size of the balance plate 5 is 1200 multiplied by 2440 multiplied by 12 mm.
Preferably, in the step (7), the interface agent 6 is required to be uniformly coated on a place where brushing leakage cannot occur; the coating thickness of the waterproof coating is 2 mm.
Preferably, in the step (8), the tile glue 7 is poured into the barrel and then mixed with clear water in a scientific proportion, and then the mixture is fully and uniformly stirred by using an electric stirrer until the mixture is pasty without particles and precipitates, and the mixture is used after standing for 5-10 minutes and is slightly stirred when in use.
Preferably, in the step (8), the ceramic tile 8 and the balance plate 5 do not need to be soaked and wetted, the ceramic tile 8 is stuck on the balance plate 5 by the ceramic tile glue 7 and then lightly knocked by a rubber hammer until the ceramic tile glue 7 is compacted, and the ceramic tile 8 is confirmed to be horizontal and vertical; according to different qualities and sizes of the ceramic tiles 8, expansion joints of 1-5mm are reserved during paving construction, and leveling is carried out at the gaps by using ceramic tiles 8 leveling devices; after the tiles 8 are laid for 24 hours, the gaps between the tiles 8 must be filled.
As described above, the ground installation method for an overhead building according to the present invention has the following advantageous effects: the invention adopts the mode that the chassis 31 is welded with the bolt 32, the clamp spring is clamped or integrally formed, the height of the support gasket 33 with the nut can be adjusted in the process of rotating along with the bolt 32, and the rubber gasket 35 is additionally arranged between the support gasket 33 and the bearing plate 2 to play the roles of shock absorption and support. And the adjustment levelness mode of this application reaches the purpose through the relative position of adjusting the support pad 33 of taking the nut on bolt 32, and personnel can directly stand and implement the operation on the bearing board 2 that has laid, convenient operation has just promoted work efficiency. If the pipeline system 4 of the equipment is damaged in the later stage, the pipeline system can be assembled and disassembled for a plurality of times and can be reused, the replacement and the maintenance are very easy, and the environmental protection concept is met.
The above description is only a preferred embodiment of the present invention, and all equivalent changes or modifications of the structure, characteristics and principles described in the present invention are included in the scope of the present invention.
Claims (10)
1. An overhead building ground installation method is characterized in that: the method comprises the following construction steps:
(1) treating a floor base layer:
the surface of the floor slab base layer is smooth and clean without ash, and the water content is not more than 8%;
(2) and (3) measuring and paying off a floor slab:
firstly, measuring the length and width dimensions of a room floor slab, and finding out a central intersection point of longitudinal and transverse lines;
calculating according to the length and width of the floor slab, symmetrically dividing according to the central intersection point of the longitudinal and transverse lines, snapping lines on the surface of the floor slab base layer according to the size of the bearing plate to form a square grid, marking the installation position and the elevation control line of the bearing plate, and marking the reserved part of the equipment pipeline;
(3) installing a support seat assembly:
fixing a base and a bolt on the floor slab by shooting nails or glue in comparison with the intersection point of grids above the surface of the base layer of the floor slab, mounting a support gasket with a nut at the upper part on the bolt, and adjusting the height of the support gasket to the height of the support gasket of the whole room by a left-handed or right-handed bolt;
(4) installation of equipment pipeline system:
the space between the bottom of the base and the bottom surface of the upper supporting gasket in the step (3) is ensured to meet the requirement of the installation space of the equipment pipeline system; on the floor base layer, adopting equipment pipeline separation technology, and constructing and installing an equipment pipeline system by a dry method;
(5) laying a bearing plate:
laying a bearing plate on the bearing plate according to the installation position of the bearing plate;
comprehensive function test and acceptance:
the functional test and the sub-item acceptance mainly comprise the tests of the conditions of the integral bearing performance, the sound insulation performance, the flatness, the waterproof and fireproof performance and the like.
2. An overhead building ground installation method according to claim 1, wherein: after the step (5), the construction method further comprises the following construction steps:
(6) and (3) mounting a balance plate:
laying a layer of balance plates on the bearing plate in a staggered manner;
(7) waterproof treatment of the ground of the overhead building:
firstly, sweeping garbage and dust on the ground of an overhead building; carrying out gap filling treatment on gaps between the balance plates on the ground of the overhead building and gaps between the balance plates and the wall surface by using a leakage repairing material; after the gap is repaired and dried, uniformly coating a layer of interface agent on the ground of the overhead building; after the interface agent is dried completely, uniformly coating the waterproof coating on the ground of the overhead building twice;
(8) the floor of the overhead building is thinly tiled with ceramic tiles:
and (5) tiling the balance plate by using tile glue.
3. An overhead building ground installation method according to claim 1, wherein: in the step (1), the floor adopts a cast-in-place plate or a laminated slab, the thickness of the slab is 120-180mm, the subsequent construction can be arranged when the structural strength reaches more than 100%, and varnish is coated on the surface of the base layer according to the design requirement when necessary.
4. An overhead building ground installation method according to claim 1, wherein: in the step (2), when the room is rectangular, the square ruler is used for measuring whether the adjacent walls are vertical, if not, the walls are processed.
5. An overhead building ground installation method according to claim 1, wherein: in step (3), the chassis with the bolt is connected through welding, jump ring joint or integrated into one piece's mode, be provided with the rubber gasket on the supporting gasket, the bolt sets up to cavity and is provided with interior external screw thread, the bolt top is provided with and is used for screwdriver male recess.
6. An overhead building ground installation method according to claim 1, wherein: in the step (5), when the bearing plate is laid, the bolts can be rotated to adjust the levelness, so that the four corner joints of the bearing plate are ensured to be flat, tight and horizontal, and the upper cover plate of the support assembly is fixed and installed through the screws, wherein the bearing plate is a CFC (carbon fiber reinforced composite) laminate, and the thickness of the bearing plate is 24 +/-2 mm.
7. An overhead building ground installation method according to claim 2, wherein: in the step (6), the bearing plate and the balance plate are fixedly connected through self-tapping screws, glue or air-arranged nails, the distance between the arranged nails is 300 +/-10 mm, the distance between the arranged nails and the four sides of the balance plate is 30 +/-10 mm, and the thickness of the balance plate is 10 +/-2 mm.
8. An overhead building ground installation method according to claim 2, wherein: in the step (7), the interface agent is required to be uniformly coated on places where brushing leakage cannot occur; the coating thickness of the waterproof coating is 2 mm.
9. An overhead building ground installation method according to claim 2, wherein: in the step (8), the tile glue is poured into the barrel and then is mixed with clear water in a scientific proportion, then the tile glue is fully and uniformly stirred by an electric stirrer until the tile glue is pasty without particles and precipitates, the tile glue is used after standing for 5-10 minutes, and the tile glue is slightly stirred when in use.
10. An overhead building ground installation method according to claim 2, wherein: in the step (8), the ceramic tile and the balance plate do not need to be soaked or wetted, the ceramic tile is lightly knocked by a rubber hammer after being pasted on the balance plate by the ceramic tile adhesive until the ceramic tile adhesive is compact, and the ceramic tile is confirmed to be horizontal and vertical; according to different qualities and sizes of the ceramic tiles, an expansion joint of 1-5mm is reserved during paving construction, and the gap is leveled by a ceramic tile leveling device; after the tiles are laid for 24 hours, gaps among the tiles need to be filled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111080017.9A CN113789933A (en) | 2021-09-15 | 2021-09-15 | Ground installation method for overhead building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111080017.9A CN113789933A (en) | 2021-09-15 | 2021-09-15 | Ground installation method for overhead building |
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| CN113789933A true CN113789933A (en) | 2021-12-14 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382251A (en) * | 2022-01-19 | 2022-04-22 | 五冶集团装饰工程有限公司 | Rapid tile paving device and method |
| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
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| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
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Application publication date: 20211214 |