CN208251117U - A kind of quick-installed scaffold formula slope protection of small-scale pit - Google Patents
A kind of quick-installed scaffold formula slope protection of small-scale pit Download PDFInfo
- Publication number
- CN208251117U CN208251117U CN201820849646.0U CN201820849646U CN208251117U CN 208251117 U CN208251117 U CN 208251117U CN 201820849646 U CN201820849646 U CN 201820849646U CN 208251117 U CN208251117 U CN 208251117U
- Authority
- CN
- China
- Prior art keywords
- slope
- baffle
- quick
- spud pile
- small
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of quick-installed scaffold formula slope protection of small-scale pit, including it is multiple be plugged on excavation slope transversely with the spud pile of longitudinal gap arranged distribution, multiple transverse support bars being connected on each row's spud pile, multiple vertical supporting bars being connected on each column spud pile；One piece or more of baffle is respectively equipped in excavation slope slope surface at the position of each axial clearance of corresponding multiple spud piles, the baffle is in the strip longitudinally extended and supports real bottom of foundation ditch, and the baffle is clamped between excavation slope slope surface and the transverse support bar and the vertical supporting bar.The utility model can hold in the palm but also protect, and the soil layer on slope can be fixed into an entirety well, avoid the occurrence of the generation of cave in accident, not only can guarantee the stabilization of foundation pit but also do not influenced subsequent processing construction.
Description
Technical field
The utility model relates to protective slope structure fields, relate in particular to a kind of quick-installed scaffold of small-scale pit
Formula slope protection.
Background technique
In Municipal Road Engineering to be related to small-scale pit construction, stratum soil property is poor or is limited foundation pit by place more
When the gradient is steeper, slope protection should be completed before reservoir stress discharges, no side pole easily causes phenomenon of caving in, and generates weight to safety in production
Big hidden danger.In addition, conventional slope protection construction or slope classification are excavated, longer the time required to implementing or outward transport earth volume is larger,
Directly affect the construction of subsequent processing, it is more difficult to guarantee smoothly completing for constructing aims.
Utility model content
It can hold in the palm but also protect the technical problem to be solved by the utility model is to provide one kind, both can guarantee the stabilization of foundation pit
The quick-installed scaffold formula slope protection of small-scale pit of subsequent processing construction is not influenced again.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution: a kind of small-scale pit can quickly pacify
The scaffold formula slope protection of dress, including it is multiple be plugged on excavation slope transversely with the spud pile of longitudinal gap arranged distribution,
Multiple transverse support bars being connected on each row's spud pile, multiple longitudinal bracings being connected on each column spud pile
Bar；
One piece or more is respectively equipped at the position of each axial clearance of corresponding multiple spud piles in excavation slope slope surface
Baffle, the baffle is in the strip that longitudinally extends and supports real bottom of foundation ditch, and the baffle is clamped in excavation slope slope surface
Between the transverse support bar and the vertical supporting bar.
Further, the spud pile is made of steel pipe.
Further, there is lateral clearance between one piece or more of the baffle and the adjacent transverse support bar.
Further, there is lateral clearance between adjacent two pieces of baffles.
Further, real bottom of foundation ditch is supported in the lower end of the vertical supporting bar.
The beneficial effects of the utility model are embodied in:
The utility model is using spud pile as the fixed support part of transverse support bar and vertical supporting bar, to be laid on slope
Direct protector of the baffle as slope surface on face, active area is big, and baffle is by supporting real bottom of foundation ditch and transverse support bar
It limits, can effectively be fixed, in addition, the utility model spud pile, transverse support bar and longitudinal bracing with vertical supporting bar
Bar constitutes scaffolding structure, with this configuration, can be convenient operating personnel climbing, the protective slope structure so combined can hold in the palm and
It can protect, the soil layer on slope can be fixed into an entirety well, avoid the occurrence of the generation of cave in accident, both can guarantee foundation pit
Stabilization again do not influence subsequent processing construction.
The piling of usage mining machine is easy to operate on the slope, slope protection is quick for the utility model.
This slope protection combination of the utility model can make slope soil layer comparatively fast form an entirety, can be good at keeping soil layer
Original state and globality, the preferable stability for improving slope surface.
The utility model is in addition to quick, safety and occupies the seldom space of foundation pit, will not influence the subsequent construction of foundation pit.
The utility model material requested can be obtained from construction site, be purchased without another, and reusable.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of an embodiment of the present invention.
Fig. 2 is the sectional view (omitting baffle) of an embodiment of the present invention.
The label of each component in attached drawing are as follows: 1 spud pile, 2 transverse support bars, 3 vertical supporting bars, 4 baffles.
Specific embodiment
It is described in detail the utility model below with reference to the accompanying drawings.It should be noted that in the absence of conflict, this Shen
Please in embodiment and embodiment in feature can be combined with each other.
Referring to Fig. 1 and Fig. 2.
The quick-installed scaffold formula slope protection of the utility model small-scale pit, is plugged on excavation slope including multiple
Transversely with the spud pile 1 of longitudinal gap arranged distribution, multiple transverse support bars 2 being connected on each row's spud pile 1, more
A vertical supporting bar 3 being connected on each column spud pile 1；
One piece or more is respectively equipped at the position of each axial clearance of corresponding multiple spud piles 1 in excavation slope slope surface
Baffle 4, the baffle 4 extends longitudinally and supports real bottom of foundation ditch, and the baffle 4 is clamped in excavation slope slope surface and institute
It states between transverse support bar 2 and the vertical supporting bar 3.
Here " multiple " expressions at least two, and spud pile at least two rows two arrange, " axial clearance " indicates adjacent two column
Region between spud pile.
The utility model is using spud pile as the fixed support part of transverse support bar and vertical supporting bar, to be laid on slope
Direct protector of the baffle as slope surface on face, active area is big, and baffle (obtains bottom of foundation ditch branch by supporting real bottom of foundation ditch
Support) and transverse support bar and vertical supporting bar limit, can effectively be fixed, in addition, the utility model spud pile, cross
Scaffolding structure is constituted to support rod and vertical supporting bar, with this configuration, operating personnel's climbing is can be convenient, so combines
Protective slope structure can hold in the palm but also protect, the soil layer on slope can be fixed into an entirety well, avoid the occurrence of cave in accident
Generation, not only can guarantee the stabilization of foundation pit but do not influence subsequent processing construction.
The depth and spacing and Weir Plate Thickness of spud pile can appropriate adjustment according to field condition, not discharged in soil layer stress
Preceding that slope soil layer is fixed in time, in a specific example, spud pile is inserted into 2.2m depth, the horizontal space of spud pile in side slope
For 1.2m, upper and lower array pitch is 1.8m.
In one embodiment, the spud pile 1 is made of steel pipe.Using steel pipe, not only intensity is reliable, can guarantee structure
Stability, and can be also used for discharge ponding, further increase slope stability.
In one embodiment, real bottom of foundation ditch is supported in the lower end of the vertical supporting bar 3.It designs in this way, bottom of foundation ditch is same
It can play the role of support to vertical supporting bar, the installation of vertical supporting bar is fixed more firm.
In one embodiment, between transverse direction between one piece or more of the baffle 4 and the adjacent transverse support bar 2
Gap.It designs in this way, can have bigger space that foot is facilitated to step at the lateral clearance of generation.
In one embodiment, there is lateral clearance between the adjacent two pieces baffles 4.Similarly, design is also to be in this way
There is the bigger space foot is facilitated to step on.
In one embodiment, the transverse support bar 2 and the vertical supporting bar 3 are also made of steel pipe, and intensity can obtain
To guarantee, meanwhile, solid lighter of mass ratio, in specific implementation, spud pile 1, transverse support bar 2, vertical supporting bar 3 are selected
The steel pipe of diameter 50mm, transverse support bar 2, vertical supporting bar 3 are bound 1 on spud pile by wirerope.
In one embodiment, it is provided with through-hole on the baffle 4, for ponding to be discharged.In specific implementation, the material of the baffle
Matter is timber.
It should be understood that example as described herein and embodiment are not intended to limit the utility model only for explanation, this
Field technical staff can make various modifications or variation according to it, within the spirit and principle of the utility model, made
Any modification, equivalent substitution, improvement and etc. should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of quick-installed scaffold formula slope protection of small-scale pit, it is characterised in that: be plugged in excavation slope including multiple
On transversely with the spud pile of longitudinal gap arranged distribution, multiple transverse support bars being connected on each row's spud pile,
Multiple vertical supporting bars being connected on each column spud pile；
One piece or more of gear is respectively equipped in excavation slope slope surface at the position of each axial clearance of corresponding multiple spud piles
Plate, the baffle is in the strip longitudinally extended and supports real bottom of foundation ditch, and the baffle is clamped in excavation slope slope surface and institute
It states between transverse support bar and the vertical supporting bar.
2. the quick-installed scaffold formula slope protection of small-scale pit as described in claim 1, it is characterised in that: the spud pile
It is made of steel pipe.
3. the quick-installed scaffold formula slope protection of small-scale pit as claimed in claim 1 or 2, it is characterised in that: one piece with
On the baffle and the adjacent transverse support bar between have lateral clearance.
4. the quick-installed scaffold formula slope protection of small-scale pit as claimed in claim 1 or 2, it is characterised in that: adjacent two
There is lateral clearance between baffle described in block.
5. the quick-installed scaffold formula slope protection of small-scale pit as claimed in claim 1 or 2, it is characterised in that: described vertical
Real bottom of foundation ditch is supported to the lower end of support rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820849646.0U CN208251117U (en) | 2018-05-30 | 2018-05-30 | A kind of quick-installed scaffold formula slope protection of small-scale pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820849646.0U CN208251117U (en) | 2018-05-30 | 2018-05-30 | A kind of quick-installed scaffold formula slope protection of small-scale pit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251117U true CN208251117U (en) | 2018-12-18 |
Family
ID=64652938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820849646.0U Active CN208251117U (en) | 2018-05-30 | 2018-05-30 | A kind of quick-installed scaffold formula slope protection of small-scale pit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251117U (en) |
-
2018
- 2018-05-30 CN CN201820849646.0U patent/CN208251117U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103669398A (en) | Integrated type road cutting retaining wall | |
| CN203034464U (en) | Truss type foundation pit supporting structure | |
| CN103255771B (en) | Method for excavating super-deep foundation pit engineering piles in graded mode and graded composite supporting of supporting piles | |
| CN102691302B (en) | Concrete structure for supporting deep foundation pit | |
| CN203654295U (en) | Single-leg inclined strut reinforced foundation pit supporting structure | |
| CN105937244A (en) | Beam column plate type embankment earth-retaining wall on steep slope foundation and construction method thereof | |
| CN205975658U (en) | Steel platform tower crane foundation | |
| CN203307817U (en) | Double-row pile structure provided with steel tube prestressed concrete for connection between front-row piles and rear-row piles | |
| CN203007958U (en) | Protection system for eliminating sliding mass | |
| CN110468849B (en) | Method for treating surface height difference of support supporting system in ultra-deep foundation pit in mountain urban area | |
| CN205024600U (en) | A work platform that is used for bridge aquatic pile foundation to be under construction | |
| CN106120804B (en) | A kind of super-giant foundation pit double-row pile second level support system and its construction method | |
| CN208251117U (en) | A kind of quick-installed scaffold formula slope protection of small-scale pit | |
| CN103603357A (en) | Multi-platform inner-support-free self-waterproof foundation pit retaining structure and construction method thereof | |
| CN108179762A (en) | A kind of retaining wall reinforcement device and reinforced construction method | |
| CN211395686U (en) | Foundation pit supporting system next to existing dangerous building | |
| CN204456180U (en) | Folded plate pile retaining wall | |
| CN101570968A (en) | Combination stiffening filling pile | |
| CN202543878U (en) | Pile foundation construction platform for near-shore seafloor with agglomerate geological structure | |
| CN205369276U (en) | Osmosis membrane cofferdam is prevented to preceding landing leg shaped steel | |
| CN201406683Y (en) | Combined reinforced filling pile | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope | |
| CN211948542U (en) | Anti-skid weight-balancing retaining wall assembly and retaining wall system | |
| CN203768940U (en) | Angle steel tower foundation of overhead power transmission line | |
| CN208095509U (en) | It is a kind of to damage the structure of slight slope for repairing to burst |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |