CN214785615U - Ground overhead brick supporting structure - Google Patents
Ground overhead brick supporting structure Download PDFInfo
- Publication number
- CN214785615U CN214785615U CN202120756378.XU CN202120756378U CN214785615U CN 214785615 U CN214785615 U CN 214785615U CN 202120756378 U CN202120756378 U CN 202120756378U CN 214785615 U CN214785615 U CN 214785615U
- Authority
- CN
- China
- Prior art keywords
- supporting part
- supporting
- terrace
- support
- net rack
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
- Finishing Walls (AREA)
Abstract
The utility model provides a ground overhead brick supporting structure, which comprises a plurality of ceramic tile surface layers laid on a structural terrace, wherein a spacing supporting layer is arranged between the structural terrace and the ceramic tile surface layers, the spacing supporting layer comprises a supporting net rack, a plurality of leveling bases for spacing supporting are arranged between the supporting net rack and the structural terrace, and a plurality of ceramic tile surface layers are laid on the supporting net rack; the leveling base includes respectively with the structure terrace with support rack supports the supporting part one and the supporting part two that support rack supports and leans on, supporting part one with be provided with interval adjustment mechanism between the supporting part two. The utility model discloses a ground that installation stability and convenience are high makes somebody a mere figurehead brick bearing structure.
Description
Technical Field
The utility model relates to a building structure field, concretely relates to built on stilts brick bearing structure in ground.
Background
For the construction of floor tiles in the prior art, the traditional method is as follows: and (5) pasting a cement mortar cushion layer and a cement mortar bonding layer. But some common problems, such as poor surface flatness, large loss, poor convenience of field installation, time and labor consumption, field maintenance and the like. The above problems directly affect the look and feel and economic, schedule requirements of the floor tile and need to be addressed in focus.
Therefore, need research and development ground that can effectively promote installation convenience and stability make somebody a mere figurehead brick bearing structure, be convenient for lay the ceramic tile surface course on the structure terrace, do benefit to the maintenance of the ceramic tile surface course that the later stage was laid simultaneously.
SUMMERY OF THE UTILITY MODEL
The utility model overcomes prior art's is not enough, provides a ground built on stilts brick bearing structure that installation stability and convenience are high.
In order to achieve the above purpose, the utility model adopts the technical scheme that: a ground overhead brick supporting structure comprises a plurality of ceramic tile surface layers laid on a structural terrace, wherein an interval supporting layer is arranged between the structural terrace and the ceramic tile surface layers and comprises a supporting net frame, a plurality of leveling bases for interval supporting are arranged between the supporting net frame and the structural terrace, and a plurality of ceramic tile surface layers are laid on the supporting net frame; the leveling base includes respectively with the structure terrace with support rack supports the supporting part one and the supporting part two that support rack supports and leans on, supporting part one with be provided with interval adjustment mechanism between the supporting part two.
The utility model discloses an in the preferred embodiment, interval adjustment mechanism is including setting up lifter on the supporting part one, and set up lift cover on the supporting part two, the lifter links up to inlay and establishes in the lift cover.
In a preferred embodiment of the present invention, one side of the first supporting portion abuts against the structural terrace, and the other side of the first supporting portion is provided with the lifting rod; and what supporting part one adopted is the frustum structure, supporting part one supports and leans on the cross-section of one side of structure terrace is greater than the cross-section of one side that sets up the lifter.
In a preferred embodiment of the utility model, one side of the second supporting part abuts against the supporting net rack, and the other side of the second supporting part is provided with the lifting sleeve; and the second supporting part adopts an inverted frustum structure, and the cross section of one side of the second supporting part abutting against the supporting net rack is larger than that of one side of the lifting sleeve.
In a preferred embodiment of the present invention, the supporting net frame is formed by arranging and combining steel beams in a crossing manner.
In a preferred embodiment of the present invention, the steel beam is a T-shaped steel beam.
The utility model discloses an in the preferred embodiment, when the ceramic tile surface course was laid in the building structure's that is close to the border department of structure terrace one side, the adoption was installed the spacing support of angle steel on building structure.
In a preferred embodiment of the present invention, a sealant for caulking is provided between the adjacent tile surfaces.
The utility model provides a defect that exists in the technical background, the utility model discloses profitable technological effect is:
the utility model discloses a built on stilts brick bearing structure in ground alternately arranges the combination through the girder steel of laying in the interval supporting layer on the structure terrace and constitutes the support rack, and even interval sets up a plurality of leveling bases that are used for leveling, stable support between support rack below and structure terrace and supports the leveling. And ceramic tile surface layers are embedded in a closed loop space formed by the crossed steel beams on the supporting net rack, and sealant for filling joints is filled between the adjacent ceramic tile surface layers.
Drawings
The present invention will be further explained with reference to the drawings and examples.
FIG. 1 is a schematic view of a preferred embodiment of the present invention in a tile finish on a structural terrace;
FIG. 2 is a schematic structural view of a leveling base in a preferred embodiment of the present invention;
FIG. 3 is a schematic structural view of a preferred embodiment of the present invention with steel beams placed on a structural terrace through a leveling base;
the meaning of the reference numerals in the figures; the steel plate leveling device comprises a 1-structural terrace, 11-cushion blocks, 12-threshold stones, 2-angle steels, 3-leveling bases, 31-first supporting parts, 311-lifting rods, 32-second supporting parts, 321-lifting sleeves, 322-limiting abutting parts, 323-connecting parts, 4-steel beams, 41-sealant and 5-tile surface layers.
Detailed Description
The invention will now be described in further detail with reference to the accompanying drawings, which are simplified schematic drawings and illustrate, by way of illustration only, the basic structure of the invention, and which therefore show only the constituents relevant to the invention.
It should be noted that, if directional indications (such as up, down, bottom, top, etc.) are involved in the embodiments of the present invention, the directional indications are only used for explaining the relative position relationship between the components, the motion situation, etc. in a specific posture, and if the specific posture is changed, the directional indications are changed accordingly. The terms "first", "second" and "first" are used 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 one or more of that feature. Unless expressly stated or limited otherwise, the terms "disposed," "connected," and "connected" are intended to be inclusive and mean, for example, that there may be a fixed connection, a removable connection, or an integral connection; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1 to 3, a ground overhead brick supporting structure is laid on a structural terrace 1 to form a spacing supporting layer, the spacing supporting layer is a flat supporting net rack, and a plurality of leveling bases 3 are uniformly supported between the supporting net rack and the structural terrace 1 at intervals; a plurality of tile surface layers 5 are evenly and smoothly laid on the supporting net rack. Be provided with building structure on structure terrace 1, building structure is including setting up cushion 11 on structure terrace 1, and when the ceramic tile surface course 5 of cushion 11 department laid, in the one side of being close to the building structure of cushion 11 department on structure terrace 1, the spacing support of angle steel 2 of adoption installation on building structure. The arrangement branches of the angle steel 2 are arranged at four corners outside the cushion block 11, and a threshold stone 12 for covering is arranged on the cushion block 1. The cushion block 11 is a load-bearing concrete cushion block. And the building structure side at the border of the structure terrace 1 is also provided with angle steel 2 on the building structure to realize the auxiliary supporting effect on the ceramic tile surface layer 5. A sealant 41 for caulking is provided between the adjacent tile facings 5.
The supporting net rack is formed by the crossed arrangement and combination of steel beams 4. The steel beam 4 is a T-shaped structural steel beam 4. The horizontal holding surface of the T-shaped structure of girder steel 4 supports with leveling base 3 and leans on the support downwards, the division board of the vertical setting of the T-shaped structure of girder steel 4 up, and the girder steel 4 time of arranging alternately realizes carrying out spacing support to laying the ceramic tile surface course 5 of laying on supporting the rack through the horizontal holding surface that is located the division board both sides.
A plurality of leveling bases 3 for interval support are arranged between the supporting net rack and the structural terrace 1, and a plurality of ceramic tile surface layers 5 are paved on the supporting net rack; the leveling base 3 comprises a first supporting part 31 and a second supporting part 32 which are respectively abutted against the structural terrace 1 and the supporting net rack, and a distance adjusting mechanism is arranged between the first supporting part 31 and the second supporting part 32. The spacing adjusting mechanism comprises a lifting rod 311 arranged on the first supporting part 31 and a lifting sleeve 321 arranged on the second supporting part 32, and the lifting rod 311 is embedded in the lifting sleeve 321 in a connecting mode. One side of the first support part 31 abuts against the structural floor 1, and the other side of the first support part 31 is provided with a lifting rod 311; and what support portion 31 adopted is the frustum structure, and the cross-section that support portion 31 leaned on one side of structure terrace 1 is greater than the cross-section that sets up the one side of lifter 311. One side of the second support part 32 is abutted against the support net rack, and the other side of the second support part 32 is provided with a lifting sleeve 321; the second support part 32 is of an inverted frustum structure, and the cross section of one side, which abuts against the support net rack, of the second support part 32 is larger than that of one side, on which the lifting sleeve 321 is arranged. The lifting sleeve 321 and the second support part 32 are provided with a limit abutting part 322 and a connecting part 323.
The utility model discloses the theory of operation:
as shown in fig. 1-3, the steel beams 4 laid on the structural terrace 1 and spaced in the supporting layer are crossed and arranged to form a supporting net rack, and a plurality of leveling bases 3 for leveling and stabilizing support are uniformly arranged between the lower part of the supporting net rack and the structural terrace 1 at intervals to support and level. The tile surface layers 5 are embedded in a closed loop space formed by the crossed steel beams 4 on the supporting net rack, and the sealant 41 for filling joints is filled between the adjacent tile surface layers 5.
Above concrete implementation is right the utility model provides a scheme thought concrete support, can not injecing with this the utility model discloses a protection scope, all according to the utility model provides a technical thought, any change or equivalent change of equivalence that do on this technical scheme basis all still belong to the utility model discloses technical scheme's scope of protection.
Claims (8)
1. The utility model provides a built on stilts brick bearing structure in ground, is including laying a plurality of ceramic tile surface courses on the structure terrace, just the structure terrace with be provided with interval supporting layer, its characterized in that between the ceramic tile surface course: the spacing support layer comprises a support net rack, a plurality of leveling bases for spacing support are arranged between the support net rack and the structural terrace, and a plurality of ceramic tile surface layers are paved on the support net rack; the leveling base includes respectively with the structure terrace with support rack supports the supporting part one and the supporting part two that support rack supports and leans on, supporting part one with be provided with interval adjustment mechanism between the supporting part two.
2. A ground tile support structure according to claim 1, wherein: the distance adjusting mechanism comprises a lifting rod arranged on the first supporting part and a lifting sleeve arranged on the second supporting part, and the lifting rod is connected and embedded into the lifting sleeve.
3. A ground tile support structure according to claim 2, wherein: one side of the first supporting part abuts against the structural terrace, and the other side of the first supporting part is provided with the lifting rod; and what supporting part one adopted is the frustum structure, supporting part one supports and leans on the cross-section of one side of structure terrace is greater than the cross-section of one side that sets up the lifter.
4. A ground tile support structure according to claim 3, wherein: one side of the second supporting part abuts against the supporting net rack, and the other side of the second supporting part is provided with the lifting sleeve; and the second supporting part adopts an inverted frustum structure, and the cross section of one side of the second supporting part abutting against the supporting net rack is larger than that of one side of the lifting sleeve.
5. A floor overhead tile support structure as claimed in claim 4, wherein: the support net rack is formed by the crossed arrangement and combination of steel beams.
6. A floor overhead tile support structure as claimed in claim 5, wherein: the steel beam is a T-shaped steel beam.
7. A floor overhead tile support structure as claimed in claim 6, wherein: when the ceramic tile surface course is laid on one side of the building structure close to the edge of the structural terrace, the angle steel limiting support arranged on the building structure is adopted.
8. A ground tile support structure according to claim 7, wherein: and sealant for filling joints is arranged between the adjacent paved ceramic tile surface layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120756378.XU CN214785615U (en) | 2021-04-14 | 2021-04-14 | Ground overhead brick supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120756378.XU CN214785615U (en) | 2021-04-14 | 2021-04-14 | Ground overhead brick supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214785615U true CN214785615U (en) | 2021-11-19 |
Family
ID=78670983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120756378.XU Active CN214785615U (en) | 2021-04-14 | 2021-04-14 | Ground overhead brick supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214785615U (en) |
-
2021
- 2021-04-14 CN CN202120756378.XU patent/CN214785615U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN102296837B (en) | Multistoried building with prefabricated members and semi-prefabricating construction method of multistoried building | |
| CN108343181B (en) | Novel clay brick outer wall and construction method | |
| WO2020206877A1 (en) | 3d printing assembly-type modular building method | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN103669114A (en) | Ballast bed base prefabricated slab and application thereof | |
| CN105780623A (en) | Combined structural layer and laying method thereof | |
| CN114108917A (en) | Height-adjustable assembly type composite floor slab construction method | |
| CN105735076A (en) | Pillow beam type precast concrete structure layer and assembling method thereof | |
| CN107476583A (en) | A kind of concrete assembled building builds construction method | |
| CN201747122U (en) | Reusable precast assembled building fence wall | |
| CN206329145U (en) | A kind of quick assembled type enclosure wall | |
| CN214785615U (en) | Ground overhead brick supporting structure | |
| CN109267578B (en) | Inclined plane plain concrete structure and construction method thereof | |
| CN109944324A (en) | Steel concrete combo box trestle and the combination assembled structural system of reinforced concrete frame column | |
| CN211689862U (en) | Bridge sidewalk structure and sidewalk component | |
| CN116575358A (en) | Accurate positioning construction method suitable for mounting main pier support of large-span steel truss arch bridge | |
| CN108560330A (en) | The scalable general railway roadbed of secondary pouring type and its construction method | |
| CN116104224A (en) | External wall heat insulation integrated gap spliced construction node and construction method | |
| CN113103428B (en) | Assembled building block stone module and assembling method thereof | |
| WO2009053185A2 (en) | A self-supporting paving for outdoor use | |
| CN209260730U (en) | A kind of inclined-plane plain concrete construction | |
| CN211873432U (en) | Assembled anti-seismic inner partition wall | |
| CN105780624A (en) | Combined structural layer and laying method thereof | |
| CN110593440B (en) | Construction method of prefabricated wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |