CN113738080B - Assembly type ground leveling method - Google Patents
Assembly type ground leveling method Download PDFInfo
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- CN113738080B CN113738080B CN202111105132.7A CN202111105132A CN113738080B CN 113738080 B CN113738080 B CN 113738080B CN 202111105132 A CN202111105132 A CN 202111105132A CN 113738080 B CN113738080 B CN 113738080B
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- positioning block
- ground
- communicating device
- keel
- point
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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
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses an assembly type ground leveling method, which comprises the following steps: according to the design height of the ground keel finished surface, a positioning block is arranged on the wall on one side of the ground by utilizing a communicating device filled with liquid; keeping the first positioning block connected with the first end of the communicating device, and installing the positioning block at the second end of the communicating device at other positions on the wall on one side of the ground by using the communicating device principle; disconnecting the second end of the communicating device from the fixed positioning block, and taking a new positioning block to be installed at the second end of the communicating device; connecting the wire loops of the two positioning blocks which are opposite to each other by using a thin wire, and tightening the thin wire; manufacturing a point-shaped keel of a concrete structure at the intersection point of the two thin lines, and enabling the top surface of the point-shaped keel and the thin lines to be positioned on the same horizontal plane; and sequentially installing a pressure plate and a ground layer on the dotted keel to finish ground leveling. The invention can finish the construction of a plurality of point keels without measuring for many times.
Description
Technical Field
The invention belongs to the technical field of indoor decoration, and particularly relates to an assembly type ground leveling method.
Background
The ground leveling construction is an essential procedure in indoor decoration, and the ground leveling is still a complex point in the construction from the traditional ground backfilling construction to the current assembly type ground construction.
In application number CN201910604625.1, a ground leveling method, the ground of a public elevator car is used as a reference surface to cut a plurality of constructed dotted keels, so that the leveling of the plurality of dotted keels can be realized, but because the constructed dotted keels need to be measured every time, the error is easily caused by multiple measurements, and the measurement work is complicated and inconvenient every time.
Disclosure of Invention
The technical problem to be solved by the invention is to provide an assembly type ground leveling method aiming at the defects in the prior art, wherein the construction of a plurality of point keels can be completed without measuring for many times, the made point keels have small errors, and the construction is convenient.
In order to solve the technical problems, the invention adopts the technical scheme that: an assembled floor leveling method comprises the following steps:
step 1, according to the design height of a ground keel finished surface, a communicating device filled with liquid inside is utilized, a positioning block is installed on the wall on one side of the ground, and a wire loop for binding wires is arranged on the front side surface of the positioning block; the communicating vessel device comprises a flexible pipe and hard pipes arranged at two ends of the flexible pipe, a guide sleeve is arranged at a position close to an outlet in the hard pipe, a guide rod penetrates through the middle of the guide sleeve, a floating ball is arranged at the end part of the guide rod, which is positioned at the inner side of the guide sleeve, and one end of the guide rod, which is positioned at the outer side of the guide sleeve, is detachably connected with a positioning block; when the positioning block is arranged on the wall, the floating ball floats upwards or downwards by controlling the liquid amount in the communicating device, so that the wire loop is positioned at the designed height of the ground keel finished surface;
step 3, disconnecting the second end of the communicating device from the fixed positioning block, and taking a new positioning block to be installed at the second end of the communicating device;
step 4, executing the step 2 to the step 3 for multiple times until the walls on the four sides of the ground are provided with positioning blocks, and ensuring that each positioning block is over against another positioning block;
and 7, sequentially mounting a pressure plate and a ground layer on the dotted keel to finish ground leveling.
In the above assembled ground leveling method, when the dotted keel is manufactured in step 6, a mold tube is placed at the intersection of two thin lines, a plurality of perforation grooves are formed in the side wall of the mold tube close to the upper end of the mold tube from top to bottom, each thin line penetrates through two opposite perforation grooves, concrete is poured into the mold tube, after the concrete is solidified, the mold tube is removed, the top surface of the concrete rough blank is horizontally polished until the thin lines are exposed on the top surface, and the manufacturing of the dotted keel is completed.
In the above assembled ground leveling method, when the dotted keel is manufactured in step 6, a mold tube may be placed at an intersection of two thin lines, a plurality of perforated slots are formed in a side wall of the mold tube near an upper end of the mold tube from top to bottom, each thin line penetrates through two opposite perforated slots, concrete is poured into the mold tube, after the concrete is solidified, the mold tube and a concrete blank inside the mold tube are cut, when the concrete is cut, the thin line is cut at an excessive position between the thin line and the perforated slot, then horizontal cutting is performed with reference to a broken point of the thin line, and after the cutting is completed, the manufacturing of the dotted keel is completed.
According to the assembly type ground leveling method, the vertical plate is mounted on the top surface of the positioning block, the vertical gap is formed in the vertical plate, the width of the vertical gap is 1 mm-3 mm, when the positioning block is mounted on the wall, a vertical line is drawn in advance at the mounting position on the wall, when the positioning block is mounted, the vertical gap of the positioning block is aligned with the vertical line, and the line ring is horizontally arranged.
Compared with the prior art, the invention has the following advantages: according to the invention, a plurality of positioning blocks are directly installed on the wall around the ground by the principle of a communicating vessel, the positioning blocks are connected by thin lines to construct a ground surface to finish a net surface, and then the constructed dotted keels are trimmed by the thin lines, so that the top surfaces of the dotted keels are positioned on the same horizontal plane, and leveling is realized.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a flow chart of the method of the present invention.
Fig. 2 is a schematic view of an end structure of the connector device.
Fig. 3 is a schematic view of the construction structure of the present invention.
FIG. 4 is a view showing the arrangement position of the die tube according to the present invention.
FIG. 5 is a schematic view of the structure of the die tube of the present invention.
Description of reference numerals:
1, positioning a block; 2-a wire loop; 3-flexible pipe;
4-hard pipe; 5, guiding a sleeve; 6, a guide rod;
7-floating ball; 8-a thin wire; 9-mould tube;
10-a perforated slot; 11-a vertical plate; 12-vertical slit.
Detailed Description
As shown in fig. 1, a fabricated ground leveling method includes the following steps:
step 1, according to the design height of a ground keel finished surface, a positioning block 1 is installed on a wall on one side of the ground by using a communicating device filled with liquid inside, and a wire ring 2 for binding wires is arranged on the front side surface of the positioning block 1; as shown in fig. 2, the communicating vessel device comprises a flexible pipe 3 and hard pipes 4 arranged at two ends of the flexible pipe 3, a guide sleeve 5 is arranged at a position close to an outlet in the hard pipe 4, a guide rod 6 penetrates through the middle of the guide sleeve 5, a floating ball 7 is arranged at the end part of the guide rod 6 positioned at the inner side of the guide sleeve 5, and one end of the guide rod 6 positioned at the outer side of the guide sleeve 5 is detachably connected with a positioning block 1; when the positioning block 1 is installed on the wall, the floating ball 7 floats upwards or downwards by controlling the liquid amount in the communicating device, so that the wire loop 2 is positioned at the designed height of the ground keel finished surface;
the liquid is preferably water, the tube body of the flexible tube 3 is provided with a water inlet and a water outlet, and the amount of the liquid in the flexible tube 3 is adjusted through the water inlet and the water outlet.
step 3, disconnecting the second end of the communicating device from the fixed positioning block 1, and installing a new positioning block 1 at the second end of the communicating device;
the upper end of the guide rod 6 is connected with the positioning block 1 in a clamping manner;
step 4, performing the step 2 to the step 3 for multiple times, as shown in fig. 3, until the walls on the four sides of the ground are all provided with the positioning blocks 1, and ensuring that each positioning block 1 is opposite to another positioning block 1;
and 7, sequentially mounting a pressure plate and a ground layer on the dotted keel to finish ground leveling.
In this embodiment, when the dotted keel is manufactured in the step 6, first, a mold tube 9 is placed at an intersection of two thin lines 8, as shown in fig. 5, the mold tube 9 is provided with a plurality of perforation slots 10 from top to bottom on a side wall of the mold tube 9 near an upper end, each thin line 8 passes through two opposite perforation slots 10, concrete is poured into the mold tube 9, after the concrete is solidified, the mold tube 9 is removed, and the top surface of the concrete blank is horizontally polished until the thin line 8 is exposed on the top surface, so that the manufacturing of the dotted keel is completed.
In another embodiment of the invention, when the point-like keel is manufactured in the step 6, firstly, a die tube 9 is placed at the intersection point of two thin lines 8, a plurality of perforation grooves 10 are formed in the side wall of the die tube 9 close to the upper end from top to bottom, each thin line 8 penetrates through two opposite perforation grooves 10, concrete is poured into the die tube 9, after the concrete is solidified, the die tube 9 and a concrete rough blank in the die tube are cut, when the concrete is cut, the thin line 8 is firstly cut off from the transition point of the thin line 8 and the perforation grooves 10, then, the horizontal cutting is carried out by referring to the breakpoint of the thin line 8, and after the cutting is finished, the point-like keel is manufactured.
In the point-shaped keel finished at the moment, because the top surface is the plane where the thin line 8 is positioned, the top surfaces of a plurality of point-shaped keels can be known to be in the same horizontal plane without measurement.
In this embodiment, a vertical plate 11 is installed on the top surface of the positioning block 1, a vertical gap 12 is formed in the vertical plate 11, the width of the vertical gap 12 is 1mm to 3mm, when the positioning block 1 is installed on the wall, a vertical line is drawn in advance at the installation position on the wall, when the positioning block 1 is installed, the vertical gap 12 of the positioning block 1 is aligned with the vertical line, and the wire ring 2 is horizontally arranged.
It should be noted that, by forming the vertical slit 12, the positioning block 1 can be well kept vertical, so that the wire loop 2 can be used as a support for the pressure plate when the pressure plate is laid at a later stage.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (4)
1. An assembled ground leveling method is characterized by comprising the following steps:
step 1, according to the design height of a ground keel finished surface, a communicating device filled with liquid inside is utilized, a positioning block is installed on the wall on one side of the ground, and a wire loop for binding wires is arranged on the front side surface of the positioning block; the communicating vessel device comprises a flexible pipe and hard pipes arranged at two ends of the flexible pipe, a guide sleeve is arranged at a position close to an outlet in the hard pipe, a guide rod penetrates through the middle of the guide sleeve, a floating ball is arranged at the end part of the guide rod, which is positioned at the inner side of the guide sleeve, and one end of the guide rod, which is positioned at the outer side of the guide sleeve, is detachably connected with a positioning block; when the positioning block is arranged on the wall, the floating ball floats upwards or downwards by controlling the liquid amount in the communicating device, so that the wire loop is positioned at the designed height of the ground keel finished surface;
step 2, keeping the first positioning block connected with the first end of the communicating device, and installing the positioning block at the second end of the communicating device at other positions on the wall on one side of the ground by using the communicating device principle to enable the second positioning block and the first positioning block to be at the same position height;
step 3, disconnecting the second end of the communicating device from the fixed positioning block, and taking a new positioning block to be installed at the second end of the communicating device;
step 4, executing the step 2 to the step 3 for multiple times until the walls on the four sides of the ground are provided with positioning blocks, and ensuring that each positioning block is over against another positioning block;
step 5, connecting the wire loops of the two positioning blocks which are opposite to each other by using a thin wire, and tightening the thin wire, wherein the diameter of the thin wire is 1-3 mm;
step 6, manufacturing a point-shaped keel of a concrete structure at the intersection of the two thin lines, so that the top surface of the point-shaped keel and the thin lines are positioned on the same horizontal plane;
and 7, sequentially mounting a pressure plate and a ground layer on the dotted keel to finish ground leveling.
2. The assembly type ground leveling method according to claim 1, wherein when the point-shaped keel is manufactured in the step 6, a mold tube is placed at the intersection point of two thin lines, a plurality of perforation grooves are formed in the side wall, close to the upper end, of the mold tube from top to bottom, each thin line penetrates through two opposite perforation grooves, concrete is poured into the mold tube, after the concrete is solidified, the mold tube is removed, the top surface of a concrete rough blank is horizontally polished until the thin lines are exposed out of the top surface, and the manufacturing of the point-shaped keel is completed.
3. The assembly type ground leveling method according to claim 1, wherein when the point-like keel is manufactured in the step 6, a mold tube is placed at the intersection point of two thin lines, a plurality of perforation grooves are formed in the side wall, close to the upper end, of the mold tube from top to bottom, each thin line penetrates through two opposite perforation grooves, concrete is poured into the mold tube, after the concrete is solidified, the mold tube and a concrete rough blank inside the mold tube are cut, when the concrete is cut, the thin lines are cut at the transition positions of the thin lines and the perforation grooves, then horizontal cutting is performed by referring to the broken points of the thin lines, and after the cutting is completed, the point-like keel is manufactured.
4. The assembly type floor leveling method according to claim 1, wherein a vertical plate is installed on the top surface of the positioning block, a vertical gap is formed in the vertical plate, the width of the vertical gap is 1mm to 3mm, when the positioning block is installed on the wall, a vertical line is drawn in advance at the installation position on the wall, when the positioning block is installed, the vertical gap of the positioning block is aligned with the vertical line, and the line ring is horizontally arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111105132.7A CN113738080B (en) | 2021-09-18 | 2021-09-18 | Assembly type ground leveling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111105132.7A CN113738080B (en) | 2021-09-18 | 2021-09-18 | Assembly type ground leveling method |
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| CN113738080A CN113738080A (en) | 2021-12-03 |
| CN113738080B true CN113738080B (en) | 2022-08-30 |
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| CN202111105132.7A Active CN113738080B (en) | 2021-09-18 | 2021-09-18 | Assembly type ground leveling method |
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| GB8528043D0 (en) * | 1985-11-14 | 1985-12-18 | Byde A D | Level instrument |
| JPH08333876A (en) * | 1995-06-07 | 1996-12-17 | Toda Constr Co Ltd | Method for flooring construction and level used therefor |
| CN101498170A (en) * | 2008-02-01 | 2009-08-05 | 骆永铭 | Leveling device for cement floor |
| CN102589519A (en) * | 2012-01-10 | 2012-07-18 | 江苏建筑职业技术学院 | Method for leveling two points during building construction |
| CN110259033A (en) * | 2019-07-05 | 2019-09-20 | 变形积木(北京)装饰工程有限公司 | A kind of floor leveling method |
| CN110259036A (en) * | 2019-07-05 | 2019-09-20 | 变形积木(北京)装饰工程有限公司 | A kind of floor leveling method |
| CN110259034A (en) * | 2019-07-05 | 2019-09-20 | 变形积木(北京)装饰工程有限公司 | A kind of floor leveling system |
| CN110424672A (en) * | 2019-08-17 | 2019-11-08 | 中科住创成都科技有限公司 | A kind of quick levelling assembled ground system and its construction technology |
| CN110607856A (en) * | 2019-09-20 | 2019-12-24 | 金螳螂精装科技（苏州）有限公司 | Leveling support member for assembly type keel partition wall ground |
| CN211373583U (en) * | 2020-02-26 | 2020-08-28 | 浙江中屹建设集团有限公司 | Pour ground leveling device |
| CN212300322U (en) * | 2020-07-07 | 2021-01-05 | 湖北省水利水电规划勘测设计院 | Hydraulic structure settlement detection device |
| CN212405929U (en) * | 2020-09-18 | 2021-01-26 | 金螳螂精装科技（苏州）有限公司 | Assembly type ground leveling structure |
| CN212534891U (en) * | 2020-05-29 | 2021-02-12 | 四川省玖典装配式装修有限公司 | Assembled ground keel adjusting component and structure of making level |
| CN112443092A (en) * | 2020-11-24 | 2021-03-05 | 浙江亚厦装饰股份有限公司 | Universal assembly type self-leveling structure |
-
2021
- 2021-09-18 CN CN202111105132.7A patent/CN113738080B/en active Active
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8528043D0 (en) * | 1985-11-14 | 1985-12-18 | Byde A D | Level instrument |
| JPH08333876A (en) * | 1995-06-07 | 1996-12-17 | Toda Constr Co Ltd | Method for flooring construction and level used therefor |
| CN101498170A (en) * | 2008-02-01 | 2009-08-05 | 骆永铭 | Leveling device for cement floor |
| CN102589519A (en) * | 2012-01-10 | 2012-07-18 | 江苏建筑职业技术学院 | Method for leveling two points during building construction |
| CN110259034A (en) * | 2019-07-05 | 2019-09-20 | 变形积木(北京)装饰工程有限公司 | A kind of floor leveling system |
| CN110259036A (en) * | 2019-07-05 | 2019-09-20 | 变形积木(北京)装饰工程有限公司 | A kind of floor leveling method |
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| CN110424672A (en) * | 2019-08-17 | 2019-11-08 | 中科住创成都科技有限公司 | A kind of quick levelling assembled ground system and its construction technology |
| CN110607856A (en) * | 2019-09-20 | 2019-12-24 | 金螳螂精装科技（苏州）有限公司 | Leveling support member for assembly type keel partition wall ground |
| CN211373583U (en) * | 2020-02-26 | 2020-08-28 | 浙江中屹建设集团有限公司 | Pour ground leveling device |
| CN212534891U (en) * | 2020-05-29 | 2021-02-12 | 四川省玖典装配式装修有限公司 | Assembled ground keel adjusting component and structure of making level |
| CN212300322U (en) * | 2020-07-07 | 2021-01-05 | 湖北省水利水电规划勘测设计院 | Hydraulic structure settlement detection device |
| CN212405929U (en) * | 2020-09-18 | 2021-01-26 | 金螳螂精装科技（苏州）有限公司 | Assembly type ground leveling structure |
| CN112443092A (en) * | 2020-11-24 | 2021-03-05 | 浙江亚厦装饰股份有限公司 | Universal assembly type self-leveling structure |
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|---|---|
| CN113738080A (en) | 2021-12-03 |
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