CN206873470U - A kind of high slope rockmass structure - Google Patents
A kind of high slope rockmass structure Download PDFInfo
- Publication number
- CN206873470U CN206873470U CN201720755366.9U CN201720755366U CN206873470U CN 206873470 U CN206873470 U CN 206873470U CN 201720755366 U CN201720755366 U CN 201720755366U CN 206873470 U CN206873470 U CN 206873470U
- Authority
- CN
- China
- Prior art keywords
- swash plate
- mainboard
- main
- fixedly connected
- transverse slat
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of high slope rockmass structure, it includes the mainboard circumferentially extended along side slope, shingle nail, first main swash plate, transverse slat, second main swash plate, support swash plate, the shingle nail is fixed the middle part for standing on the mainboard and is extended in front and rear, the upper end of the first main swash plate is fixedly connected with metope plate surface, the lower end of the first main swash plate is fixedly connected with the left end of mainboard, the transverse slat has left and right ends and parallel above the mainboard, the left end of the transverse slat is fixedly connected with the top of the shingle nail, the lower end of the second main swash plate is fixedly connected with the upper end of the shingle nail while forms the angle less than 90 degree with the transverse slat.The utility model is set by the integral type of mainboard, shingle nail, the second main swash plate and transverse slat, form overall structure, own wt is placed on transverse slat and mainboard by High Slope Rock so that the impulse force of collapse of rock mass have to be larger than rock mass own wt, allow collapse of rock mass situation to greatly reduce.
Description
Technical field
Engineering construction field is the utility model is related to, more particularly to a kind of high slope rockmass structure.
Background technology
The side slope formed in engineering construction, when running into rainy day or sharp pounding, landslide, avalanche, expansion often occurs
Or the generation of the geological disaster such as stripping, to prevent the generation of above-mentioned geological disaster, it is necessary to carry out slope treatment.Existing major part
All using lattice anchor cable structure, spray shield anchor cable structure etc., although this solves the problems, such as slope construction, construction week be present in job site
Phase is grown, and slope deforming is larger, the problems such as influenceing safety of surrounding environment.
Utility model content
The technical problems to be solved in the utility model is：For above-mentioned the deficiencies in the prior art, there is provided a kind of high slope branch
Protection structure, its is rational in infrastructure, practical function, is adapted to be widely popularized.
The solution that the utility model solves its technical problem is：A kind of high slope rockmass structure, it is included along side
Mainboard, shingle nail, the first main swash plate, transverse slat, the second main swash plate, the support swash plate of slope circumferentially extending, the mainboard have left and right
Both ends and high slope bottom being horizontally placed on, the shingle nail is fixed the middle part for standing on the mainboard and is extended in front and rear,
The upper end of the first main swash plate is fixedly connected with metope plate surface, and the lower end of the first main swash plate and the left end of mainboard are fixed
Connection, the transverse slat has left and right ends and parallel above the mainboard, the left end of the transverse slat and the shingle nail
Top is fixedly connected, and the lower end of the second main swash plate is fixedly connected with the upper end of the shingle nail while formed with the transverse slat
Angle less than 90 degree, the upper end of the support swash plate are fixedly connected with transverse slat, are supported the lower end of swash plate to be fixed with shingle nail and are connected
Connect, the upper end of the first main swash plate is positioned at the top of the lower end of the support swash plate.
As the further improvement of above-mentioned technical proposal, the first main swash plate includes some articles and is spaced the of setting
One main cant beam.
As the further improvement of above-mentioned technical proposal, sustaining wall is provided with below the first main cant beam.
As the further improvement of above-mentioned technical proposal, the transverse slat includes some crossbeams for being spaced setting.
As the further improvement of above-mentioned technical proposal, the second main swash plate includes some articles and is spaced the of setting
Two main cant beams.
As the further improvement of above-mentioned technical proposal, the support swash plate includes some supports for being spaced setting
Cant beam.
As the further improvement of above-mentioned technical proposal, the mainboard, shingle nail, the first main cant beam, crossbeam, the second master are oblique
Reinforcing bar group is embedded with beam, support cant beam.
As the further improvement of above-mentioned technical proposal, the mainboard, shingle nail, the first main cant beam, crossbeam, the second master are oblique
The both ends for the reinforcing bar group that beam, support cant beam are buried between the two are fixedly connected by retainer ring.
As the further improvement of above-mentioned technical proposal, the right-hand member for the reinforcing bar group buried in the crossbeam is fixedly connected with the
One steel reinforcement cage.
As the further improvement of above-mentioned technical proposal, the right-hand member for the reinforcing bar group buried in the mainboard is fixedly connected with the
Two steel reinforcement cages.
The beneficial effects of the utility model are：The utility model by mainboard, shingle nail, the second main swash plate and transverse slat one
Body formula is set, and forms overall structure, and own wt is placed on transverse slat and mainboard by High Slope Rock so that the impulse force of collapse of rock mass
Rock mass own wt is have to be larger than, allows collapse of rock mass situation to greatly reduce, while setting up for the first main swash plate causes shingle nail
Enabling capabilities greatly increase.The first main swash plate, transverse slat, the second main swash plate and support swash plate in the utility model are that hollow out is set
Put, greatly reduce the usage amount of concrete.The utility model is rational in infrastructure, practical function, is adapted to be widely popularized.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described.Obviously, described accompanying drawing is part of the embodiment of the present utility model, rather than entirely
Portion's embodiment, those skilled in the art on the premise of not paying creative work, can also obtain it according to these accompanying drawings
His design and accompanying drawing.
Fig. 1 is cross-sectional view of the present utility model；
Fig. 2 is reinforcing bar group distribution schematic diagram of the present utility model；
Fig. 3 is positive structure diagram of the present utility model.
Embodiment
Design, concrete structure and caused technique effect of the present utility model are carried out below with reference to embodiment and accompanying drawing
Clear, complete description, to be completely understood by the purpose of this utility model, feature and effect.Obviously, described embodiment
It is part of the embodiment of the present utility model, rather than whole embodiments, based on embodiment of the present utility model, the skill of this area
The other embodiment that art personnel are obtained on the premise of not paying creative work, belong to the model of the utility model protection
Enclose.In addition, all connection/annexations being previously mentioned in text, not singly refer to component and directly connect, and refer to can be according to specific reality
Situation is applied, by adding or reducing couple auxiliary, to form more excellent draw bail.Each technology in the invention is special
Sign, can be with combination of interactions on the premise of not conflicting conflict.
1~Fig. 3 of reference picture, a kind of high slope rockmass structure, it is included along the mainboard 1 of side slope circumferentially extending, shingle nail
2nd, the first main swash plate 3, transverse slat 4, the second main swash plate 5, support swash plate 6, the mainboard 1 have left and right ends and are horizontally placed on height
Side slope bottom, the shingle nail 2 are fixed the middle part for standing on the mainboard 1 and are extended in front and rear, the first main swash plate 3
Upper end is fixedly connected with the surface of shingle nail 2, and the lower end of the first main swash plate 3 is fixedly connected with the left end of mainboard 1, the transverse slat
4 with left and right ends and parallel above the mainboard 1, the top fixation company of the left end of the transverse slat 4 and the shingle nail 2
Connect, the lower end of the second main swash plate 5, which is fixedly connected with the upper end of the shingle nail 2 while formed with the transverse slat 4, is less than 90
The angle of degree, the upper end of the support swash plate 6 are fixedly connected with transverse slat 4, and the lower end of support swash plate 6 is fixedly connected with shingle nail 2,
The upper end of the first main swash plate 3 is positioned at the top of the lower end of the support swash plate 6.
Preferred embodiment is further used as, the first main swash plate 3 is spaced the first of setting including some
Main cant beam 31.
Preferred embodiment is further used as, the first main lower section of cant beam 31 is provided with sustaining wall 7.
Preferred embodiment is further used as, the transverse slat 4 includes some crossbeams 41 for being spaced setting.
Preferred embodiment is further used as, the second main swash plate 5 is spaced the second of setting including some
Main cant beam 51.
Preferred embodiment is further used as, it is oblique that the support swash plate 6 includes some supports for being spaced setting
Beam 61.
Preferred embodiment is further used as, the mainboard 1, shingle nail 2, the first main cant beam 31, crossbeam 41, second are led
Reinforcing bar group 8 is embedded with cant beam 51, support cant beam 61.
Preferred embodiment is further used as, the mainboard 1, shingle nail 2, the first main cant beam 31, crossbeam 41, second are led
The both ends for the reinforcing bar group 8 that cant beam 51, support cant beam 61 are buried between the two are fixedly connected by retainer ring 81.
It is further used as preferred embodiment, the right-hand member of the reinforcing bar group 8 buried in the crossbeam 41 is fixedly connected with the
One steel reinforcement cage 91.
Preferred embodiment is further used as, the right-hand member for the reinforcing bar group 8 buried in the mainboard 1 is fixedly connected with second
Steel reinforcement cage 92.
Better embodiment of the present utility model is illustrated above, but the invention be not limited to it is described
Embodiment, those skilled in the art can also make a variety of equivalent changes on the premise of without prejudice to the utility model spirit
Type or replacement, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (10)
- A kind of 1. high slope rockmass structure, it is characterised in that：Including along the mainboard of side slope circumferentially extending, shingle nail, the first master Swash plate, transverse slat, the second main swash plate, support swash plate, the mainboard has left and right ends and is horizontally placed on high slope bottom, described Shingle nail is fixed the middle part for standing on the mainboard and is extended in front and rear, upper end and the metope plate surface of the first main swash plate It is fixedly connected, the lower end of the first main swash plate is fixedly connected with the left end of mainboard, and the transverse slat has left and right ends and parallel Above the mainboard, the left end of the transverse slat is fixedly connected with the top of the shingle nail, under the second main swash plate End is fixedly connected with the upper end of the shingle nail while forms the angle less than 90 degree with the transverse slat, described to support the upper of swash plate End is fixedly connected with transverse slat, supports the lower end of swash plate to be fixedly connected with shingle nail, and the upper end of the first main swash plate is positioned at described Support the top of the lower end of swash plate.
- A kind of 2. high slope rockmass structure according to claim 1, it is characterised in that：The first main swash plate includes some Bar is spaced the first main cant beam of setting.
- A kind of 3. high slope rockmass structure according to claim 2, it is characterised in that：It is provided with below the first main cant beam Sustaining wall.
- A kind of 4. high slope rockmass structure according to claim 3, it is characterised in that：The transverse slat includes some intervals The crossbeam of spread configuration.
- A kind of 5. high slope rockmass structure according to claim 4, it is characterised in that：The second main swash plate includes some Bar is spaced the second main cant beam of setting.
- A kind of 6. high slope rockmass structure according to claim 5, it is characterised in that：The support swash plate includes some It is spaced the support cant beam of setting.
- A kind of 7. high slope rockmass structure according to claim 6, it is characterised in that：The mainboard, shingle nail, the first master Reinforcing bar group is embedded with cant beam, crossbeam, the second main cant beam, support cant beam.
- A kind of 8. high slope rockmass structure according to claim 7, it is characterised in that：The mainboard, shingle nail, the first master The both ends for the reinforcing bar group that cant beam, crossbeam, the second main cant beam, support cant beam are buried between the two are fixedly connected by retainer ring.
- A kind of 9. high slope rockmass structure according to claim 7, it is characterised in that：The reinforcing bar group buried in the crossbeam Right-hand member be fixedly connected with the first steel reinforcement cage.
- A kind of 10. high slope rockmass structure according to claim 7, it is characterised in that：The reinforcing bar buried in the mainboard The right-hand member of group is fixedly connected with the second steel reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720755366.9U CN206873470U (en) | 2017-06-26 | 2017-06-26 | A kind of high slope rockmass structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720755366.9U CN206873470U (en) | 2017-06-26 | 2017-06-26 | A kind of high slope rockmass structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206873470U true CN206873470U (en) | 2018-01-12 |
Family
ID=61331086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720755366.9U Expired - Fee Related CN206873470U (en) | 2017-06-26 | 2017-06-26 | A kind of high slope rockmass structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206873470U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059899A (en) * | 2017-06-26 | 2017-08-18 | 佛山科学技术学院 | A kind of high slope rockmass structure |
-
2017
- 2017-06-26 CN CN201720755366.9U patent/CN206873470U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059899A (en) * | 2017-06-26 | 2017-08-18 | 佛山科学技术学院 | A kind of high slope rockmass structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101761338B (en) | Gob-side entry retaining method of a solid filling coal mining half-section one-leg shed | |
| CN107313358B (en) | For the beam erecting method and Bridge Erector under big longitudinal slope operating condition | |
| CN104727235B (en) | Bridge integral reinforcing device | |
| CN105862878A (en) | Supporting system for deep foundation pit | |
| CN206000543U (en) | A kind of supporting construction protecting lane for gob side entry retaining | |
| CN106121676A (en) | A kind of supporting construction and method for protecting support thereof protecting lane for gob side entry retaining | |
| CN206873470U (en) | A kind of high slope rockmass structure | |
| CN202416967U (en) | Principal material length adjusting device for tower leg of inclined power transmission tower in coal mine subsidence area | |
| CN203783620U (en) | Self-moving type arch-shield-support and anchor-net spraying and dust-preventing all-in-one machine | |
| CN205100527U (en) | A cantilever construction platform for surmounting retaining wall | |
| CN102817617B (en) | Novel inhaul cable type shield originating backrest substrate system | |
| CN203035204U (en) | Large-section tunnel second lining grouping formwork trolley | |
| CN204059901U (en) | A kind of high-altitude construction operation platform | |
| CN107059899A (en) | A kind of high slope rockmass structure | |
| CN202250119U (en) | Totally-enclosed U-shaped shed support frame for roadway supporting | |
| CN202401386U (en) | Cable bridge for frame bridge | |
| CN106592632A (en) | Underground supporting structure for reverse construction method and construction method | |
| CN107313355B (en) | A kind of steel trestle construction method waterborne | |
| CN204370828U (en) | Tool-type protective screening | |
| CN203961300U (en) | Tool-type passage | |
| CN207245741U (en) | Tunnel low-angle lift canopy | |
| CN204780613U (en) | Pier shaft operation platform | |
| CN205100242U (en) | Three laminar cantilever operation platform systems | |
| CN205653803U (en) | High slope combination formula supporting construction | |
| CN203938972U (en) | The continuous girder bridge box type girder cast-in-place bracing frame that possesses whole vertical shift function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180112 Termination date: 20200626 |