CN110607890A - Built-in height-adjustable foot cup structure for concrete overhead ground - Google Patents
Built-in height-adjustable foot cup structure for concrete overhead ground Download PDFInfo
- Publication number
- CN110607890A CN110607890A CN201910914376.6A CN201910914376A CN110607890A CN 110607890 A CN110607890 A CN 110607890A CN 201910914376 A CN201910914376 A CN 201910914376A CN 110607890 A CN110607890 A CN 110607890A
- Authority
- CN
- China
- Prior art keywords
- foot
- cup
- concrete
- built
- height
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 2
- 238000005034 decoration Methods 0.000 description 10
- 239000000919 ceramic Substances 0.000 description 9
- 238000009434 installation Methods 0.000 description 6
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000010923 batch production Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- 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
- E04F15/02405—Floor panels
-
- 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
-
- 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
- E04F15/02464—Height adjustable elements for supporting the panels or a panel-supporting framework
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention provides a built-in height-adjustable foot cup structure of a concrete overhead ground, which comprises a concrete plate and a plurality of foot cups, wherein the concrete plate is provided with a plurality of mounting grooves, the foot cups are fixedly mounted at the bottoms of the mounting grooves, each foot cup comprises a cup foot, an adjusting rod and an adjusting nut, the adjusting nuts are fixedly mounted in the mounting grooves, one end of each adjusting rod is in threaded connection with the corresponding cup foot, the other end of each adjusting rod is sleeved in the corresponding adjusting nut, the cup feet are composed of a plurality of concentric circles with the diameters from small to large from top to bottom, and step surfaces are formed among the concentric circles. Compared with the prior art, the invention utilizes the hexagon nut embedded in the concrete plate and vertically adjusts the foot cup by the electric tool to realize the fine adjustment of the concrete overhead ground and the integral level, thereby achieving the effect of quick and accurate construction and reducing the comprehensive cost.
Description
Technical Field
The invention relates to the technical field of concrete slabs, in particular to a built-in height-adjustable foot cup structure with a concrete aerial ground.
Background
Assembly decoration is a form of decorative construction emerging in recent years. The assembled decoration is as the name implies, namely, each part required to be used for decoration is produced and completed in a factory and then is transported to a decoration site for combined installation, so that the operations of measurement, cutting and the like of each part in the traditional decoration site are omitted, the construction is simpler and more convenient, the construction efficiency of the decoration site can be greatly improved, the construction site is cleaner and more beautiful, excessive decorative material garbage cannot be generated, and the assembled decoration is a more environment-friendly decoration construction form.
In the existing construction of building decoration tile ground, about 1.5cm of binder needs to be stirred on site to spread and paste the ground, the site construction has more dust and poor environment, so that the tile concrete integrated plate becomes the optimal mode for replacing the traditional ground construction at present, and the construction of the ground can be realized only by a dry hanging connection mode. At present, when the assembly type ceramic tile concrete integrated plate is installed on the ground, the ground flatness of the existing architectural decoration ceramic tile is 0-10mm, and the flatness of the on-site assembly type ceramic tile concrete integrated plate is considered to be within 1mm, so that the levelness of the ceramic tile concrete integrated plate needs to be adjusted, and the existing ceramic tile concrete integrated plate cannot realize quick levelness adjustment, so that the construction efficiency is slowed down.
Disclosure of Invention
In view of the above, the invention provides a built-in height-adjustable foot cup structure for a concrete raised ground, which utilizes a hexagon nut pre-embedded in a concrete plate to vertically adjust a foot cup up and down through an electric tool to realize fine adjustment of the concrete raised ground and the whole level, thereby achieving the effect of quick and accurate construction and reducing the comprehensive cost.
Therefore, the invention provides a built-in height-adjustable foot cup structure of a concrete overhead ground, which comprises: concrete slabs and a plurality of foot cup have been seted up on the concrete slabs, and foot cup fixed mounting is in the bottom of mounting groove, and the foot cup includes the cup foot, adjusts pole and adjusting nut, and adjusting nut fixed mounting is in the mounting groove, and the one end spiro union of adjusting the pole is on the cup foot, and the other end of adjusting the pole cup joints in adjusting nut, and the cup foot comprises a plurality of diameters from the top down concentric circles to big, forms the step face between the concentric circle.
Furthermore, the two step surfaces are connected by a smooth cambered surface.
Further, the length of the adjusting rod is larger than that of the adjusting nut.
Furthermore, a groove is formed in the section rod, and the groove is a regular hexagon groove.
Furthermore, the adjusting rod is a cylindrical adjusting rod, and an external thread is arranged on the side wall of the cylindrical adjusting rod.
Furthermore, an inner thread matched with the outer thread is arranged on the inner wall of the adjusting nut, and the adjusting rod moves up and down relative to the adjusting nut through the thread.
Furthermore, a thread groove is formed in the cup leg, the thread groove extends to the bottom of the cup leg, and the adjusting rod is in threaded connection with the thread groove.
Further, the adjusting nut is a hexagonal nut.
Furthermore, the adjusting rod is provided with a fastener which is used for locking the foot cup.
Further, the fastener is a hexagonal locking nut.
Compared with the prior art, the built-in height-adjustable foot cup structure for the concrete overhead ground mainly has the following advantages:
1) the prefabricated concrete plate can realize the industrialized high integration of the composite plate, and the ceramic tile can be directly installed by industrialized large-scale batch production without paving the ceramic tile on the site by a wet method;
2) when the concrete plate is installed, large-area leveling on site can be quickly realized, the rapid and efficient installation on site can be realized, and the site construction efficiency is improved;
3) the manual traditional paving cost is higher and higher, and the problem can be solved by adopting the mounting system, so that the maintenance is convenient, and the construction cost is more economic;
4) the structure has accurate size and high compressive strength, can be quickly installed by utilizing an electrician tool, is accurately leveled, and has low comprehensive cost.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
FIG. 1 is a schematic structural diagram of a built-in height-adjustable goblet structure for a concrete-made overhead ground according to an embodiment of the present invention;
FIG. 2 is an enlarged view of portion B of FIG. 1;
FIG. 3 is a schematic structural diagram of a cup foot in a built-in height-adjustable foot cup structure of a concrete aerial ground provided by an embodiment of the invention;
fig. 4 is a cross sectional view of a cup foot in the built-in height-adjustable foot cup structure with concrete elevated above the ground according to the embodiment of the invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
The first embodiment is as follows:
referring to fig. 1 to 4, a built-in height-adjustable foot cup structure of a concrete-made overhead ground according to an embodiment of the present invention is mainly provided with a concrete plate 1 and a plurality of foot cups 2, the concrete plate 1 is provided with a plurality of mounting grooves 11, the foot cups 2 are fixedly mounted at the bottoms of the mounting grooves 11, each foot cup 2 includes a cup foot 21, an adjusting rod 22 and an adjusting nut 23, the adjusting nut 23 is fixedly mounted in the mounting groove 11, one end of the adjusting rod 22 is screwed on the cup foot 21, the other end of the adjusting rod 22 is sleeved in the adjusting nut 23, the cup foot 21 is composed of a plurality of concentric circles 211 with diameters from top to bottom, and a step surface 212 is formed between the concentric circles 211.
Referring to fig. 1 to 4, in particular, the length of the adjustment rod 22 is greater than that of the adjustment nut 23, which can improve the adjustment range.
Referring to fig. 1 to 4, specifically, the adjusting rod 22 is a cylindrical adjusting rod, an external thread 222 is disposed on a side wall of the cylindrical adjusting rod, an internal thread matching the external thread 222 is disposed on an inner wall of the adjusting nut 23, the adjusting rod 22 moves up and down relative to the adjusting nut 23 through the thread, and the adjusting nut 23 is a hexagonal nut. The threaded connection can reduce the clearance between the two, prevent the problems of water leakage, dust collection and the like of the concrete slabs, and improve the overall appearance.
Referring to fig. 1 to 4, specifically, the cup leg 21 is provided with a thread groove 213, the thread groove 213 extends to the bottom of the cup leg 21, and the adjusting rod 22 is screwed in the thread groove 213, so that manual assembly and disassembly are facilitated, and the working efficiency is improved.
The concrete construction method comprises the steps of firstly measuring the flatness of the ground, knowing the lowest position and the highest position of the ground, judging whether the adjustment size of the overhead ground meets the actual height difference range, laying point location setting lines of the concrete plate foot cup according to the ground size and the position of the concrete plate foot cup, screwing the adjustment foot cup into a built-in embedded nut at the bottom of the concrete plate after measuring the coordinates of each actual point location again, determining the depth of the foot cup screwed into the concrete plate according to the measured coordinates, placing the concrete of the adjusted foot cup with different heights on a control point of a laying line, finely adjusting the horizontal condition of the concrete plate by using an electric tool, and fixing the foot cup and the ground by using structural adhesive.
Therefore, compared with the prior art, the built-in height-adjustable foot cup structure of the concrete elevated ground provided by the invention mainly has the following advantages:
1) the prefabricated concrete plate can realize the industrialized high integration of the composite plate, and the ceramic tile can be directly installed by industrialized large-scale batch production without paving the ceramic tile on the site by a wet method;
2) when the concrete plate is installed, large-area leveling on site can be quickly realized, the rapid and efficient installation on site can be realized, and the site construction efficiency is improved;
3) the manual traditional paving cost is higher and higher, and the problem can be solved by adopting the mounting system, so that the maintenance is convenient, and the construction cost is more economic;
4) the structure has accurate size and high compressive strength, can be quickly installed by utilizing an electrician tool, is accurately leveled, and has low comprehensive cost.
Example two:
referring to fig. 1 to 4, a built-in height-adjustable goblet structure for concrete elevated above ground according to a second embodiment of the present invention is shown in the drawings, and on the basis of the above embodiments, the following technical solutions are further made in this embodiment as improvements: the two step surfaces 212 are connected by the smooth cambered surface 2121, the upper part and the bottom of the cup foot are horizontal planes, the flatness can be improved, the installation is convenient, the upper horizontal plane of the cup foot can be perfectly contacted with a concrete slab, and the installation precision is improved.
Example three:
referring to fig. 1 to 4, a built-in height-adjustable goblet structure for concrete elevated above ground according to a third embodiment of the present invention is shown in the drawings, and on the basis of the above embodiments, the present embodiment further adopts the following technical solutions as improvements: the adjusting rod 22 is provided with a groove 221, and the groove 221 is a regular hexagon groove. Through the setting of above-mentioned structure, utilize the structure of regular hexagon recess, can realize concrete slabs ground of making somebody a mere figurehead through vertical adjustment foot cup from top to bottom electric tool, reduce artifical regulation intensity, improve the efficiency of construction.
Example four:
referring to fig. 1 to 4, a built-in height-adjustable goblet structure for concrete elevated ground according to a fourth embodiment of the present invention is shown in the drawings, and the present embodiment further adopts the following technical solutions as improvements on the basis of the above embodiments: be equipped with fastener 3 on adjusting pole 22, fastener 3 is used for locking foot cup 2, and fastener 3 is hexagonal lock nut, through the setting of above-mentioned structure, when adjusting the completion, can lock the foot cup, prevents that the foot cup is not hard up, improves installation quality, and hexagonal lock nut is the standard component simultaneously, conveniently changes and purchases.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The built-in height-adjustable foot cup structure of the concrete overhead ground is characterized by comprising a concrete plate (1) and a plurality of foot cups (2), wherein the concrete plate (1) is provided with a plurality of mounting grooves (11), the foot cups (2) are fixedly mounted at the bottoms of the mounting grooves (11), each foot cup (2) comprises a cup foot (21), an adjusting rod (22) and an adjusting nut (23), the adjusting nut (23) is fixedly mounted in the mounting groove (11), one end of the adjusting rod (22) is in threaded connection with the cup foot (21), the other end of the adjusting rod (22) is sleeved in the adjusting nut (23), the cup foot (21) is composed of a plurality of concentric circles (211) with small diameters to large diameters from top to bottom, and a step surface (212) is formed between the concentric circles (211).
2. The built-in height-adjustable foot cup structure with concrete built-on ground as claimed in claim 1, wherein the two step surfaces (212) are connected by a smooth cambered surface (2121).
3. The built-in height-adjustable foot cup structure of concrete elevated ground as claimed in claim 1, characterized in that the length of the adjusting rod (22) is greater than the length of the adjusting nut (23).
4. The built-in height-adjustable foot cup structure with concrete elevated above ground as claimed in claim 1, wherein the adjusting rod (22) is provided with a groove (221), and the groove (221) is a regular hexagon groove.
5. The built-in height-adjustable foot cup structure with concrete elevated above ground as claimed in claim 1, characterized in that the adjusting rod (22) is a cylindrical adjusting rod, and the side wall of the cylindrical adjusting rod is provided with external threads (222).
6. The built-in height-adjustable goblet structure of concrete elevated ground according to claim 1 or 5, characterized in that the inner wall of the adjusting nut (23) is provided with an internal thread matching the external thread (222), and the adjusting rod (22) moves up and down relative to the adjusting nut (23) through the thread.
7. The built-in height-adjustable foot cup structure with concrete elevated above ground as claimed in claim 1, wherein the cup foot (21) is provided with a threaded groove (213), the threaded groove (213) extends to the bottom of the cup foot (21), and the adjusting rod (22) is screwed in the threaded groove (213).
8. The built-in height-adjustable goblet structure of concrete elevated floor according to claim 1, characterized in that the adjusting nut (23) is a hexagonal nut.
9. The built-in height-adjustable foot cup structure with concrete elevated above ground as claimed in claim 1, characterized in that the adjusting rod (22) is provided with a fastener (3), and the fastener (3) is used for locking the foot cup (2).
10. The built-in height-adjustable goblet structure of concrete elevated floor according to claim 8, characterized in that the fastening member (3) is a hexagonal locking nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910914376.6A CN110607890A (en) | 2019-09-25 | 2019-09-25 | Built-in height-adjustable foot cup structure for concrete overhead ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910914376.6A CN110607890A (en) | 2019-09-25 | 2019-09-25 | Built-in height-adjustable foot cup structure for concrete overhead ground |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110607890A true CN110607890A (en) | 2019-12-24 |
Family
ID=68893134
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910914376.6A Pending CN110607890A (en) | 2019-09-25 | 2019-09-25 | Built-in height-adjustable foot cup structure for concrete overhead ground |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110607890A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114086735A (en) * | 2021-11-29 | 2022-02-25 | 河北融舟科技发展有限公司 | Dry-type worker method makes somebody a mere figurehead heat preservation intergral template |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0501936A1 (en) * | 1991-02-28 | 1992-09-02 | MERLONI TERMOSANITARI S.p.A. | A pair of supports to install bath tubs |
CN103630879A (en) * | 2013-03-05 | 2014-03-12 | 中国科学院电子学研究所 | Corner reflector |
CN103754435A (en) * | 2013-12-25 | 2014-04-30 | 合肥雄鹰自动化工程科技有限公司 | Baling press |
CN207974446U (en) * | 2017-12-30 | 2018-10-16 | 浙江亚厦装饰股份有限公司 | Floor is aerial to be laid with component |
CN110242011A (en) * | 2019-06-26 | 2019-09-17 | 金螳螂精装科技(苏州)有限公司 | A kind of raised flooring leveling structure of precast floor |
CN110259040A (en) * | 2019-06-20 | 2019-09-20 | 金螳螂精装科技(苏州)有限公司 | A kind of ground facing supports lower margin and ground facing mounting structure |
CN211548572U (en) * | 2019-09-25 | 2020-09-22 | 金螳螂精装科技(苏州)有限公司 | Built-in height-adjustable foot cup structure for concrete overhead ground |
-
2019
- 2019-09-25 CN CN201910914376.6A patent/CN110607890A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0501936A1 (en) * | 1991-02-28 | 1992-09-02 | MERLONI TERMOSANITARI S.p.A. | A pair of supports to install bath tubs |
CN103630879A (en) * | 2013-03-05 | 2014-03-12 | 中国科学院电子学研究所 | Corner reflector |
CN103754435A (en) * | 2013-12-25 | 2014-04-30 | 合肥雄鹰自动化工程科技有限公司 | Baling press |
CN207974446U (en) * | 2017-12-30 | 2018-10-16 | 浙江亚厦装饰股份有限公司 | Floor is aerial to be laid with component |
CN110259040A (en) * | 2019-06-20 | 2019-09-20 | 金螳螂精装科技(苏州)有限公司 | A kind of ground facing supports lower margin and ground facing mounting structure |
CN110242011A (en) * | 2019-06-26 | 2019-09-17 | 金螳螂精装科技(苏州)有限公司 | A kind of raised flooring leveling structure of precast floor |
CN211548572U (en) * | 2019-09-25 | 2020-09-22 | 金螳螂精装科技(苏州)有限公司 | Built-in height-adjustable foot cup structure for concrete overhead ground |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114086735A (en) * | 2021-11-29 | 2022-02-25 | 河北融舟科技发展有限公司 | Dry-type worker method makes somebody a mere figurehead heat preservation intergral template |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101368439B (en) | Self-leveling movable aerial floor and its installation method | |
CN108316606A (en) | A kind of ground overhead system and its installation method | |
CN211548572U (en) | Built-in height-adjustable foot cup structure for concrete overhead ground | |
CN110607890A (en) | Built-in height-adjustable foot cup structure for concrete overhead ground | |
CN201258575Y (en) | Self-leveling moveable overhead floor | |
CN112878622A (en) | Fabricated overhead heat-insulating and sound-insulating brick system and construction method | |
CN207974457U (en) | A kind of ground overhead system | |
CN201574554U (en) | Adjustable overhead movable floor | |
CN215368786U (en) | Quick high-precision leveling and leveling structure for ground | |
CN207436399U (en) | A kind of multifunction board brick of adjustable type | |
CN210713661U (en) | Liftable ground supporting structure for bottom plate | |
CN111946011A (en) | Assembled ground/floor heating integrated plate structure | |
CN110259038A (en) | A kind of assembly type integrated support leveling heat preservation module and its leveling structure | |
CN111851964B (en) | Telescopic equipment for leveling tile adhesive surface | |
CN210798158U (en) | Artificial marble floor tile | |
CN210134616U (en) | Dry-method overall paving structure of fabricated ground | |
CN210127599U (en) | Leveling bearing assembly integrally paved by dry method of assembled ground facing material | |
CN212897363U (en) | Assembled ground/floor heating integrated plate structure | |
CN113389344A (en) | Ground overhead leveling structure and building method thereof | |
CN212249023U (en) | Eccentric clamping support leg for floor leveling | |
CN215760199U (en) | Assembly type ground adjustable leveling assembly and structure | |
CN211647139U (en) | Assembly type overhead leveling device for blank ground | |
CN219033891U (en) | Assembled ground adjustable leveling assembly and structure | |
CN213868738U (en) | Assembled built on stilts ground | |
CN212249021U (en) | Plug-in type upper leveling floor support leg |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |