A kind of rigid protection earth-retaining device
Technical field
The utility model relates to soil-baffling structures.
Background technique
Earth excavation is substantially the mode that all construction sites require a kind of levelling of the land carried out, is being excavated
Mound, side slope certainly will be will form in journey, sometimes in order to enable building has stable construction operation environment, generallyd use forever
The form as fixed slope such as long supporting, soil blocking pile, cement retaining wall, these structures are also for guarantee Underground Construction
And safety of surrounding environment requisite measure.
These common support patterns are the more practical measure accumulated in long-term construction operation, these support pattern skills
Art is mature, construction is convenient, and without too high technology content, worker is easily mastered.But these supportings are typically required largely
Concrete, higher-height supporting, which usually also needs that reinforcing bar is added in supporting construction, is just able to satisfy force request, some supportings
Though not directlying adopt armored concrete, but a large amount of free stone masonry is used, this method equally also inevitably causes
The waste of building materials, because once construction is completed, these supporting construction just complete historic mission, these general materials all can be forever
Long stays in underground, and loses the value of recycling.Therefore, for some provisional supporting construction, one kind is designed and produced
Earth-retaining slope protection and it can recycle the device continued to use and be just particularly important.
During long-term engineering practice, soil-baffling structure is although common, but can accomplish without a kind of structure always
Can effectively soil and slope protection again can utilization repeatedly, many construction materials usually can be also wasted, in addition to height is relatively high
Slight slope need through special calculating using other than reliable support pattern, retaining structure general for most of slight slope can
To meet the requirement of its enclosing, first-line staff ponders and field test repeatedly by long-term, manufactures a kind of rigid
Support retaining device becomes the problem of urgently realizing.
Summary of the invention
The purpose of the utility model is to provide a kind of rigid protection earth-retaining devices, it is characterised in that: mainly includes corrugated steel
Plate, box-shaped steel skeleton and supporting leg.
Sky is faced towards the soil body, the other side in the side of the corrugated steel.The corrugated steel lower end is placed in beside the soil body
Ground.
The box-shaped steel skeleton is supported leg and supports.The box-shaped steel skeleton is located at the free face of corrugated steel, and
Withstand corrugated steel.
One side of the box-shaped steel skeleton is swept away, this side is welded with floor I and floor II.
The supporting leg obliquely supports between box-shaped steel skeleton and ground.Described supporting leg one end is supported on ground, another
One end is connector II.
The connector II is between floor I and floor II.The connector II has through hole III.By described
Through hole III, connector II are hinged on floor I and floor II.
Further, the box-shaped steel skeleton is one section of box-shaped steel.Box-shaped steel skeleton one end is connector I, the other end
As female.The connector I is one section thinner than box-shaped steel skeleton of box-shaped steel.Box-shaped reinforcing bar is inserted into the one end the connector I
Frame, the other end are located at outside box-shaped steel skeleton, as male connector.The box-shaped steel skeleton has through hole as one end of female
II.The connector I has through hole I as the part of male connector.In the two box-shaped steel skeletons to link together, a box-shaped
Male connector on steel skeleton is inserted into other one with female described in box-shaped steel skeleton.On through hole I and the female in the male connector
Through hole II overlaps, and is connected by bolt I.
Further, the floor I and floor II have through-hole.The two through-holes overlap with the through hole III
Afterwards, it is inserted into bolt II, so that box-shaped steel skeleton and supporting leg are hinged.
Further, the seamed edge of the two sides of the corrugated steel is denoted as end I and end II respectively.
The end I has card slot I.The card slot I is towards the soil body.The card slot I is above and below corrugated steel.It is described
End II has card slot II.The card slot II is backwards to the soil body.The card slot II is above and below corrugated steel.Two pieces of corrugated steels
When connecting, the card slot II of the card slot I of one of corrugated steel and other one piece of corrugated steel is mutually twisted.
Further, the supporting leg is selected from box steel or H profile steel.
Having the technical effect that for the utility model is unquestionable:
1, slight slope is formed and is effectively gone along with sb. to guard him, prevent the formation of sliding, landslide.
2, convenient disassembly can reuse, and can be transported to after a construction site completion support action other
Construction site continues to use, and avoids the waste of building materials.
3, it is narrow to solve part construction site, construction machinery be not easy to march into the arena casting concrete barricade the problem of.
4, it can satisfy the supporting and retaining system requirement of the slight slope of different height, flexible adjustment is adaptable.
5, using the connection type of buckle, welding at the scene is not needed, it is environmentally protective.
Detailed description of the invention
Fig. 1 is the combining structure schematic diagram of the utility model;
Fig. 2 is the structural schematic diagram of the utility model;
Fig. 3 is box-shaped steel skeleton schematic diagram;
Fig. 4 is supporting leg schematic diagram;
Fig. 5 is the L1 magnified partial view of Fig. 2;
Fig. 6 is the L2 magnified partial view of Fig. 2.
In figure: corrugated steel 1, end I101, card slot I1011, end II102, card slot II1021;Box-shaped steel skeleton 2,
Connector I201, through hole I2011, through hole II2001, floor I202, floor II203;Supporting leg 3, passes through connector II301
Through-hole III301
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, but should not be construed the utility model
Above-mentioned subject area is only limitted to following embodiments.In the case where not departing from the above-mentioned technical idea of the utility model, according to ability
Domain ordinary technical knowledge and customary means make various replacements and change, should all include within the protection scope of the present utility model.
Embodiment 1:
Referring to fig. 2~6, a kind of rigid protection earth-retaining device, it is characterised in that: mainly include corrugated steel 1, box-shaped reinforcing bar
Frame 2 and supporting leg 3.
Sky is faced towards the soil body, the other side in the side of the corrugated steel 1.1 lower end of corrugated steel is placed in beside the soil body
Ground.
The box-shaped steel skeleton 2 is supported leg 3 and supports.What the box-shaped steel skeleton 2 was located at corrugated steel 1 faces sky
Face, and withstand corrugated steel 1.
One side of the box-shaped steel skeleton 2 is swept away, this side is welded with floor I202 and floor II203.
The supporting leg 3 obliquely supports between box-shaped steel skeleton 2 and ground.Described 3 one end of supporting leg be supported on ground,
The other end is connector II301.
The connector II301 is between floor I202 and floor II203.The connector II301 has through hole
III3011.By the through hole III3011, connector II301 is hinged on floor I202 and floor II203.
The floor I202 and floor II203 have through-hole.The two through-holes and the through hole III3011 overlap one
After rising, it is inserted into bolt II, so that box-shaped steel skeleton 2 and supporting leg 3 are hinged.It can borrow external tool, such as iron hammer,
To supporting rigid leg and the end of ground face contact to beat, such method can achieve to the corrugated steel 1 for going along with sb. to guard him hammer
Effectively fixed purpose.
Since the combination connection of each section mainly uses bolt, after completing supporting task, bolt can be backed out, to the branch
Guard block soil device is dismantled, and is transported to other construction sites and is continued to use.
Embodiment 2:
The primary structure of the present embodiment is with embodiment 1, referring to Fig. 1, in the case of muti-piece corrugated steel 1 is applied in combination:
Multistage box-shaped steel skeleton 2 is needed to join end to end.The box-shaped steel skeleton 2 is one section of box-shaped steel.The box-shaped reinforcing bar
2 one end of frame is connector I201, the other end as female.The connector I201 is one section thinner than box-shaped steel skeleton 2 of box-shaped
Steel.The one end connector I201 insertion box-shaped steel skeleton 2, the other end are located at outside box-shaped steel skeleton 2, as male connector.
The box-shaped steel skeleton 2 has through hole II2001 as one end of female.The connector I201 is as male connector
Part have through hole I2011.
In the two box-shaped steel skeletons 2 to link together, the male connector insertion other one on a box-shaped steel skeleton 2 is with box-shaped
Female described in steel skeleton 2.The through hole II2001 on through hole I2011 and the female in the male connector overlaps, and leads to
Cross bolt I connection.
Muti-piece corrugated steel 1 is needed to splice.The seamed edge of the two sides of the corrugated steel 1 is denoted as end I101 and end respectively
II102。
The end I101 has card slot I1011.The card slot I1011 is towards the soil body.The card slot I1011 runs through ripple
Above and below steel plate 1.
The end II102 has card slot II1021.The card slot II1021 is backwards to the soil body.That is card slot II1021 and card slot
I1011 is located at the two sides plate face of corrugated steel 1.The card slot II1021 is above and below corrugated steel 1.
Using the preferable corrugated steel of bearing capacity, this, which goes along with sb. to guard him baffle both ends, ready-made card slot, facilitates two pieces of maintenance baffles can
To be closely anchored to together, and reaches and do not leak soil, indeformable purpose.When i.e. two pieces of corrugated steels 1 connect, one of ripple
The card slot II1021 of the card slot I1011 of steel plate 1 and other one piece of corrugated steel 1 is mutually twisted.
The present embodiment is gone along with sb. to guard him using the supporting and retaining system that above-mentioned apparatus carries out slight slope, has reached preferable technical effect.It is carried
Ability can satisfy the supporting and retaining system requirement of general slight slope completely.The device is easy for construction, only need to be by rigid protection device predetermined
Position arranged, fixed as required, install it is quite quick, have biggish improvement to construction efficiency.The device
Materials are saved, and a project building site can be transported to other project after being finished and be recycled again, in the past using reinforcing bar
Concrete, rubble barricade mode cause creative change, prevented the waste of building materials.In some project construction process
In, the slight slope for having used " a kind of rigid protection earth-retaining device " to carry out nearly 500m now is gone along with sb. to guard him, and very big simplify was gone along with sb. to guard him
Journey, effectively saves worker's activity duration, saves construction material, provides condition for green construction.