CN204059864U - Overhead plate ground - Google Patents
Overhead plate ground Download PDFInfo
- Publication number
- CN204059864U CN204059864U CN201420518414.9U CN201420518414U CN204059864U CN 204059864 U CN204059864 U CN 204059864U CN 201420518414 U CN201420518414 U CN 201420518414U CN 204059864 U CN204059864 U CN 204059864U
- Authority
- CN
- China
- Prior art keywords
- concrete pier
- bearing
- rubber pad
- steel plate
- decoration panel
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 238000005034 decoration Methods 0.000 claims abstract description 19
- 238000004873 anchoring Methods 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 16
- 241000272165 Charadriidae Species 0.000 claims description 15
- 239000004575 stone Substances 0.000 claims description 15
- 238000009408 flooring Methods 0.000 claims description 12
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 230000008901 benefit Effects 0.000 abstract description 5
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an overhead panel ground, including ground basic unit (1), aerial support and decoration panel (7), aerial support comprises expansion bolts (2), concrete mound (3), anchor landing leg (4), support steel sheet (5) and rubber pad (6), be connected with ground basic unit (1) through expansion bolts (2) below concrete mound (3), the higher authority of concrete mound (3) is connected with support steel sheet (5) through anchor landing leg (4), and the higher authority of support steel sheet (5) is spread there is rubber pad (6), and decoration panel (7) have been spread to the higher authority of rubber pad (6), aerial support is located the juncture of adjacent decoration panel (7). The utility model discloses a concrete pier support device makes portably for construction period, has reduced construction cost, has reduced the general illness incidence of quality, has improved the impression quality, not only realizes enterprise economic benefits, has derived good society, environmental benefit moreover.
Description
Technical field
The utility model relates to technical field of building construction, particularly relates to a kind of earth construction.
Background technology
At present, accessible roof, squares etc. generally adopt the construction method of cement mortar or dry sand paving stone material, and this method there will be because there is the roof drainage gradient, and causes stone surface uneven, affects perception effect; And exposing to wind and rain because roofing stone material is exposed for a long time, under the outdoor environment that difference variation is larger, year in and year out, roofing stone material just there will be the phenomenons such as hollowing, and its applicability will be had a greatly reduced quality.Want fundamentally to address these problems the paving mode that can only change stone material.By building roof, outdoor platform stone material changes built on stilts way into.
Utility model content
The utility model, for the ubiquitous problem of above-mentioned accessible roof stone material paving, provides a kind of pedestal supported panel flooring, by the transformation to traditional cement mortar paving stone material, efficiently solve drainage problem, and the direct stone material of frame on concrete pier, can remove at any time, maintenance, cleaning facility.
The utility model adopts following technical scheme:
A kind of pedestal supported panel flooring, comprise ground layer, built on stilts bearing and decoration panel, described built on stilts bearing is made up of expansion bolt, concrete pier, anchoring supporting leg, bearing steel plate and rubber pad, being connected with ground layer below by expansion bolt of described concrete pier, being connected with bearing steel plate by anchoring supporting leg above of concrete pier, be covered with rubber pad above bearing steel plate, be covered with decoration panel above rubber pad, described built on stilts bearing is positioned at the intersection of adjacent decoration panel.
Described concrete pier is lower large little quadrangular frustum pyramid shaped.
The diameter of described expansion bolt is 10mm, and each concrete pier is provided with two to four expansion bolts.
The screw-thread steel of described anchoring supporting leg to be diameter be 10mm.
Be connected with bearing steel plate by four anchoring supporting legs above described concrete pier, have four impermeable holes below bearing steel plate in order to the clamped leg of mooring anchor.
The distance of the upper surface distance pre-embedded steel slab soffit of described concrete pier is 50mm ~ 60mm.
Described decoration panel is stone material, wooden veneer material or sheet metal.
Good effect of the present utility model is as follows:
The utility model structural form advantages of simple, utilizes self-control concrete pier to be used as the support of stone material, ensure that its stability used, durability.Can solve drainage problem completely, the regional effect large at amount of precipitation is more obvious simultaneously.And this utility model is simple for production, accelerates the construction period, reduces construction cost, reduces common quality defect incidence, improve impression quality, not only realize Business Economic Benefit, and derive from good society, environmental benefit.
Accompanying drawing explanation
Fig. 1 is the sectional drawing of concrete pier stand apparatus of the present utility model.
Fig. 2 is the plan view of this concrete pier stand apparatus of the present utility model.
1-ground layer, 2-expansion bolt, 3-concrete pier, 4-anchoring supporting leg, 5-bearing steel plate, 6-rubber pad, 7-decoration panel.
Detailed description of the invention
The following examples describe in further detail of the present utility model.
See accompanying drawing 1, 2, a kind of pedestal supported panel flooring, comprise ground layer 1, built on stilts bearing and decoration panel 7, described built on stilts bearing is by expansion bolt 2, concrete pier 3, anchoring supporting leg 4, bearing steel plate 5 and rubber pad 6 form, being connected with ground layer 1 below by expansion bolt 2 of described concrete pier 3, being connected with bearing steel plate 5 by anchoring supporting leg 4 above of concrete pier 3, rubber pad 6 is covered with above bearing steel plate 5, decoration panel 7 is covered with above rubber pad 6, described built on stilts bearing is positioned at the intersection of adjacent decoration panel 7, described decoration panel 7 is stone material, wood veneer material or sheet metal.。
Described concrete pier 3 is lower large little quadrangular frustum pyramid shaped; Be connected with bearing steel plate 5 by four anchoring supporting legs 4 above described concrete pier 3, have four impermeable holes below bearing steel plate 5 in order to the clamped leg 4 of mooring anchor, described bearing steel plate 5 is 150 × 150 × 10(mm) hot-dip galvanizing sheet steel; The height of described concrete pier is 200-300(mm), the distance of the upper surface distance pre-embedded steel slab soffit of described concrete pier is 50mm ~ 60mm.
The diameter of described expansion bolt 2 is 10mm, and each concrete pier 3 is provided with two to four expansion bolts 2.
The screw-thread steel of described anchoring supporting leg 4 to be diameters be 10mm, the length of described anchoring supporting leg 4 is 150mm.
The thickness of described decoration panel is 40mm.
Concrete implementation step of the present utility model is as follows:
Step 1, welds the upper end of four anchoring supporting legs 4 with bearing steel plate 5 or is spirally connected, and is processed into the steel frame of built on stilts bearing one by one.
Step, 2, relative to the pre-buried expansion bolt 2 in the position of built on stilts bearing in ground layer 1 or flooring basic unit: the expansion bolt 2 of diameter two 10mm is beaten on ground, and according to the size of concrete pier 3, make the template of truncated rectangular pyramids concrete pier.
Step 3, installs template in the position of built on stilts bearing, and described built on stilts bearing is positioned at the intersection of adjacent decoration panel 7.
Step 4, cast-in-situ concrete pier 3, first pours into a mould its Lower Half, build height and be greater than 50mm apart from pre-embedded steel slab upper surface distance, then be embedded in concrete by four of a built on stilts bearing anchoring supporting legs 4, when anchoring supporting leg is pre-buried, bracing wire is by consistent for the Pass line adjustment of each bearing upper surface of steel plate.
Step 5, after concrete pier 3 maintenance of one-time-concreting, hot-dip galvanizing sheet steel 5 external coating rustproof paint; The perfusion of secondary gap is carried out to the first half of concrete pier 3: secondary builds gap between pre-embedded steel slab and one-time-concreting concrete pier upper surface.
Step 6, carries out maintenance to concrete pier.
Step 7, lays rubber pad 6 with stone material junction after maintenance is good on steel plate.
Step 8, is laid on decoration panel 7 on concrete pier.
Step 9, by the planeness regulating the thickness of rubber pad to adjust stone floor.
Although illustrate and described embodiment of the present utility model, for the ordinary skill in the art, be appreciated that and can carry out multiple change, amendment, replacement and modification to these embodiments without departing from the principles and spirit of the present invention, scope of the present invention is by claims and equivalents thereof.
Claims (7)
1. a pedestal supported panel flooring, comprise ground layer (1), built on stilts bearing and decoration panel (7), it is characterized in that: described built on stilts bearing is by expansion bolt (2), concrete pier (3), anchoring supporting leg (4), bearing steel plate (5) and rubber pad (6) composition, being connected with ground layer (1) below by expansion bolt (2) of described concrete pier (3), being connected with bearing steel plate (5) by anchoring supporting leg (4) above of concrete pier (3), rubber pad (6) is covered with above bearing steel plate (5), decoration panel (7) is covered with above rubber pad (6), described built on stilts bearing is positioned at the intersection of adjacent decoration panel (7).
2. a kind of pedestal supported panel flooring as claimed in claim 1, is characterized in that: described concrete pier (3) is lower large little quadrangular frustum pyramid shaped.
3. a kind of pedestal supported panel flooring as claimed in claim 1, is characterized in that: the diameter of described expansion bolt (2) is 10mm, and each concrete pier (3) is provided with two to four expansion bolts (2).
4. a kind of pedestal supported panel flooring as claimed in claim 1, is characterized in that: the screw-thread steel of described anchoring supporting leg (4) to be diameter be 10mm.
5. a kind of pedestal supported panel flooring as claimed in claim 1, it is characterized in that: described concrete pier (3) top is connected with bearing steel plate (5) by four anchoring supporting legs (4), has four impermeable holes in order to the clamped leg of mooring anchor (4) below bearing steel plate (5).
6. a kind of pedestal supported panel flooring as claimed in claim 1, is characterized in that: the distance of the upper surface distance pre-embedded steel slab soffit of described concrete pier (3) is 50mm ~ 60mm.
7. a kind of pedestal supported panel flooring as claimed in claim 1, is characterized in that: described decoration panel (7) is stone material, wooden veneer material or sheet metal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420518414.9U CN204059864U (en) | 2014-09-11 | 2014-09-11 | Overhead plate ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420518414.9U CN204059864U (en) | 2014-09-11 | 2014-09-11 | Overhead plate ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204059864U true CN204059864U (en) | 2014-12-31 |
Family
ID=52201407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420518414.9U Expired - Fee Related CN204059864U (en) | 2014-09-11 | 2014-09-11 | Overhead plate ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204059864U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089962A (en) * | 2021-04-11 | 2021-07-09 | 南京泽舒居科技有限公司 | Overhead system and installation device and construction method thereof |
-
2014
- 2014-09-11 CN CN201420518414.9U patent/CN204059864U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089962A (en) * | 2021-04-11 | 2021-07-09 | 南京泽舒居科技有限公司 | Overhead system and installation device and construction method thereof |
| CN113089962B (en) * | 2021-04-11 | 2022-12-23 | 南京泽舒居科技有限公司 | Overhead system and installation device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141231 |