CN206666955U - Reinforced civil grille - Google Patents
Reinforced civil grille Download PDFInfo
- Publication number
- CN206666955U CN206666955U CN201720297842.7U CN201720297842U CN206666955U CN 206666955 U CN206666955 U CN 206666955U CN 201720297842 U CN201720297842 U CN 201720297842U CN 206666955 U CN206666955 U CN 206666955U
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- grid
- steel pole
- air spring
- described steel
- lower floor
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Abstract
The utility model discloses reinforced civil grille, including grid upper strata, grid lower floor；Grid upper strata includes grid horizontal stripe and grid vertical bar with grid lower floor, and described grid horizontal stripe is connected with grid vertical bar into 90 jiaos, and grid upper layer undersurface is connected with multiple steel pole a, and multiple described steel pole a are uniformly into line arrangement；Steel pole a bottom surface is connected with air spring；The bottom surface of air spring is connected with steel pole b；Steel pole b bottom surface is provided with connection end stand；The bottom surface middle position of connection end stand is connected with expansion link；The bottom surface of expansion link is provided with retracting cylinder；The bottom surface of retracting cylinder is connected with grid lower layer top surface；The delivery position of expansion link and retracting cylinder is provided with fixed length buckle；The circular arc side of fixed length buckle is provided with anti-slip tank；The utility model uses double-layer structure, and two interlamellar spacings are adjustable, thus increases network structure, strengthens bearing capacity when GSZ reinforces embankment dam, improves security.
Description
Technical field
It the utility model is related to GSZ technical field, specially reinforced civil grille.
Background technology
At present, with the continuous development of science and technology, the progress in epoch, the living standard of people constantly improves, therefore people
Requirement to GSZ also more and more higher；GSZ can be used for reinforcing embankment Ba Jia slopes and retaining wall：Traditional embankment
The filling of especially high embankment generally requires extra-fill and curb edge is not easy to be compacted, and so as to cause the leaching of later stage side slope rainwater to be attacked, collapses
The phenomenon for unstability of collapsing happens occasionally, while need to use relatively slow side slope, and floor space is big, and retaining wall also has the problem of same, uses
GSZ carries out reinforcing to side slope of embankment or retaining wall can reduce by two point of one floor space, increase the service life；It is but existing
GSZ mechanics bearing capacity it is poor, the soil thickness of the fixation of carrying is less, and soil layer resistance to shock is poor, thus we need
A kind of new reinforced GSZ.
Utility model content
The purpose of this utility model is to provide reinforced civil grille, asked with solve to propose in above-mentioned background technology
Topic.
To achieve the above object, the utility model provides following technical scheme：On reinforced civil grille, including grid
Layer, grid lower floor；Described grid upper strata includes grid horizontal stripe and grid vertical bar, described grid horizontal stripe dative with grid lower floor
Grid vertical bar is into 90 jiaos of connections, and grid upper layer undersurface is connected with multiple steel pole a, and multiple described steel pole a are uniformly into line arrangement；Institute
The steel pole a stated bottom surface is connected with air spring；The bottom surface of described air spring is connected with steel pole b；Described steel pole b bottom
Face is provided with connection end stand；The bottom surface middle position of described connection end stand is connected with expansion link；The bottom surface of described expansion link is set
There is retracting cylinder；The bottom surface of described retracting cylinder is connected with grid lower layer top surface；The handing-over position of described expansion link and retracting cylinder
Fixed length buckle is installed；The circular arc side of described fixed length buckle is provided with anti-slip tank.
Preferably, described steel pole a and steel pole b is cylindrical bar；Described steel pole a is identical with steel pole b diameter；Described
Steel pole a top surfaces weld with grid upper layer undersurface；Described steel pole a bottom surfaces and air spring top surface bolt connection.
Preferably, the spacing of the grid horizontal stripe described in adjacent two is equal, the grid vertical bar described in adjacent two
Spacing is equal, and described grid horizontal stripe welds with grid vertical bar.
Preferably, described steel pole b is connected with being connected the top surface middle position of end stand；Described steel pole b bottom surfaces dative
Grid lower layer top surface welds；Described steel pole b top surfaces and air spring bottom surface bolt connection.
Compared with prior art, the beneficial effects of the utility model are：The utility model be used for reinforce embankment Ba Jia slopes and
Retaining wall, using double-decker, back-up coat thickness is effectively increased, strengthens the mechanics load-carrying properties of GSZ, improved
Security；Spacing can adjust between grid upper strata and grid lower floor, expansion link elongation and shortening, and expansion link passes through fixed length
Buckle can realize the fixation of length, and thus the back-up coat thickness of soil layer can change, and be practically applicable to the reinforcing of Varying-thickness soil layer, carry
High application；Using air spring, air spring can provide effective antivibration vibration-damping function, and may apply to soil
Wooden construction field, mechanics damping property is good, reduces the Oscillation Amplitude of back-up coat, improves bearing capacity.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model oblique view.
In figure：1st, grid upper strata；2nd, grid lower floor；3rd, steel pole a；4th, air spring；5th, steel pole b；6th, end stand is connected；7th, stretch
Contracting bar；8th, fixed length buckle；9th, retracting cylinder.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：Including grid upper strata 1, grid lower floor 2；Described
Grid upper strata 1 includes grid horizontal stripe and grid vertical bar with grid lower floor 2, and described grid horizontal stripe connects with grid vertical bar into 90 jiaos
Connect, the bottom surface of grid upper strata 1 is connected with multiple steel pole a3, and multiple described steel pole a3 are uniformly into line arrangement；Described steel pole a3
Bottom surface be connected with air spring 4；The bottom surface of described air spring 4 is connected with steel pole b5；Described steel pole b5 bottom surface is set
There is connection end stand 6；The bottom surface middle position of described connection end stand 6 is connected with expansion link 7；The bottom surface of described expansion link 7 is set
There is retracting cylinder 9；The bottom surface of described retracting cylinder 9 is connected with grid lower floor 2 top surface；The friendship of described expansion link 7 Yu retracting cylinder 9
Connect position and be provided with fixed length buckle 8；The circular arc side of described fixed length buckle 8 is provided with anti-slip tank；Described steel pole a3 and steel pole b5
For cylindrical bar；Described steel pole a3 is identical with steel pole b5 diameter；Described steel pole a3 top surfaces weld with the bottom surface of grid upper strata 1；
Described steel pole a3 bottom surfaces and the top surface bolt connection of air spring 4；The spacing of grid horizontal stripe described in adjacent two is equal, phase
The spacing of grid vertical bar described in adjacent two is equal, and described grid horizontal stripe welds with grid vertical bar；Described steel pole b5 with
The top surface middle position of connection end stand 6 is connected；Described steel pole b5 bottom surfaces and the top surface welding of grid lower floor 2；Described steel pole
B5 top surfaces and the bottom surface bolt connection of air spring 4.
In the specific implementation, the utility model is embedded in soil layer for the utility model, for reinforcing embankment Ba Jia slopes and gear
Cob wall, the utility model use double-decker, are effectively increased back-up coat thickness, strengthen the mechanics load of GSZ
Can, improve security；Spacing can adjust between grid upper strata 1 and grid lower floor 2, the elongation of expansion link 7 and shortening, and stretch
Bar 7 can realize the fixation of length by fixed length buckle 8, and thus the back-up coat thickness of soil layer can change, and be practically applicable to Varying-thickness
The reinforcing of soil layer, improves application；Using air spring 4, air spring 4 can provide effective antivibration vibration-damping function,
And civil construction field is may apply to, mechanics damping property is good, reduces the Oscillation Amplitude of back-up coat, improves bearing capacity, carries
High security.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. reinforced civil grille, it is characterised in that：Including grid upper strata (1), grid lower floor (2)；Described grid upper strata (1)
Include grid horizontal stripe and grid vertical bar with grid lower floor (2), described grid horizontal stripe is connected with grid vertical bar into 90 jiaos, on grid
Layer (1) bottom surface is connected with multiple steel pole a (3), and multiple described steel pole a (3) are uniformly into line arrangement；Described steel pole a's (3)
Bottom surface is connected with air spring (4)；The bottom surface of described air spring (4) is connected with steel pole b (5)；Described steel pole b's (5)
Bottom surface is provided with connection end stand (6)；The bottom surface middle position of described connection end stand (6) is connected with expansion link (7)；Described is flexible
The bottom surface of bar (7) is provided with retracting cylinder (9)；The bottom surface of described retracting cylinder (9) is connected with grid lower floor (2) top surface；Described
The delivery position of expansion link (7) and retracting cylinder (9) is provided with fixed length buckle (8)；The circular arc side of described fixed length buckle (8) is provided with
Anti-slip tank.
2. reinforced civil grille according to claim 1, it is characterised in that：Described steel pole a (3) and steel pole b (5) is
Cylindrical bar；Described steel pole a (3) is identical with steel pole b (5) diameter；Described steel pole a (3) top surfaces and grid upper strata (1) bottom surface
Welding；Described steel pole a (3) bottom surfaces and air spring (4) top surface bolt connection.
3. reinforced civil grille according to claim 1, it is characterised in that：Grid horizontal stripe described in adjacent two
Spacing is equal, and the spacing of the grid vertical bar described in adjacent two is equal, and described grid horizontal stripe welds with grid vertical bar.
4. reinforced civil grille according to claim 1 or 2, it is characterised in that：Described steel pole b (5) and connection end
The top surface middle position of platform (6) is connected；Welded with grid lower floor (2) top surface described steel pole b (5) bottom surfaces；Described steel pole b
(5) top surface and air spring (4) bottom surface bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720297842.7U CN206666955U (en) | 2017-03-25 | 2017-03-25 | Reinforced civil grille |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720297842.7U CN206666955U (en) | 2017-03-25 | 2017-03-25 | Reinforced civil grille |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206666955U true CN206666955U (en) | 2017-11-24 |
Family
ID=60373368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720297842.7U Active CN206666955U (en) | 2017-03-25 | 2017-03-25 | Reinforced civil grille |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206666955U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252510A (en) * | 2018-03-28 | 2018-07-06 | 中铁十局集团第二工程有限公司 | A kind of concrete divides storehouse to obstruct grid |
| CN113944488A (en) * | 2021-10-18 | 2022-01-18 | 南京路铁塑料制品有限公司 | Geogrid of high strength carbon fiber |
-
2017
- 2017-03-25 CN CN201720297842.7U patent/CN206666955U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252510A (en) * | 2018-03-28 | 2018-07-06 | 中铁十局集团第二工程有限公司 | A kind of concrete divides storehouse to obstruct grid |
| CN113944488A (en) * | 2021-10-18 | 2022-01-18 | 南京路铁塑料制品有限公司 | Geogrid of high strength carbon fiber |
| CN113944488B (en) * | 2021-10-18 | 2024-05-14 | 南京路铁塑料制品有限公司 | Geogrid of high strength carbon fiber |
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| GR01 | Patent grant |