CN206337576U - A kind of retaining wall and slope retaining system - Google Patents
A kind of retaining wall and slope retaining system Download PDFInfo
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- CN206337576U CN206337576U CN201621423962.9U CN201621423962U CN206337576U CN 206337576 U CN206337576 U CN 206337576U CN 201621423962 U CN201621423962 U CN 201621423962U CN 206337576 U CN206337576 U CN 206337576U
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- straining beam
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- retaining
- resistance
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Abstract
The utility model is related to field of civil engineering, there is provided a kind of retaining wall, including wall body and multiple straining beams, side of the one end of each straining beam with wall body is connected, the each one end of straining beam away from wall body is provided with anchor plate, and straining beam length direction is provided with multiple resistance teeth, and straining beam includes pull bar and the first concrete interlayer, the opposite end of pull bar is connected with wall body and anchor plate respectively, and concrete interlayer is wrapped in the outer wall of pull bar.Because the retaining wall with strip-type band resistance tooth straining beam replaces conventional whip so that the supporting performance for the retaining wall that the utility model is provided more preferably, and because it has anti-rust structure so that the service life increase of retaining wall.The utility model additionally provides a kind of slope retaining system, and it includes above-mentioned retaining wall.The slope retaining system has supporting performance good and the characteristics of long service life.
Description
Technical field
The utility model is related to field of civil engineering, in particular to a kind of retaining wall and slope retaining system.
Background technology
Retaining wall refer to support Roadbed Soil or hillside banket, prevent from banketing or the deformation instability that bankets structure.Setting
It is equipped with the retaining wall structure of anchor plate, the anchor plate of reinforcing pull rod and its end is all embedded among artificial earth fill, general pull bar
And the frictional force between banketing is ignored, withdrawal resistance is mainly derived from the passive resisting force banketed before anchor plate.As can be seen here, anchor
The passive resisting force of fixed board has highly important effect, and in engineering practice, it may appear that the resistance to plucking that single anchor plate is provided
Power is not enough, and anchor plate occurs and deviate the horizontal level installed and the situation for moving up or moving down, cause anchor plate do not given play to by
Dynamic withdrawal resistance.Therefore trying enhancing anchoring section withdrawal resistance becomes the pass for making the retaining wall performance for being provided with anchor plate more excellent
Key.
Utility model content
The utility model provides a kind of retaining wall, it is intended to further improve the supporting of existing retaining wall side slope
Energy.
The utility model additionally provides a kind of slope retaining system, its supporting compared to existing slope retaining system
Can be more preferably.
What the utility model was realized in：
A kind of retaining wall, including wall body and multiple straining beams, the side of one end of each straining beam with wall body are connected, often
The one end of individual straining beam away from wall body is provided with anchor plate, and straining beam length direction is provided with multiple resistance teeth, and straining beam includes drawing
Bar and the first concrete interlayer, the opposite end of pull bar are connected with wall body and anchor plate respectively, and concrete interlayer is wrapped in drawing
The outer wall of bar.
Further, in the utility model preferred embodiment, the outer wall of resistance tooth is wrapped with the second concrete interlayer.
Further, in the utility model preferred embodiment, the outer wall of anchor plate is wrapped with the 3rd concrete interlayer.
Further, in the utility model preferred embodiment, resistance tooth is arranged at the upside of straining beam.
Further, in the utility model preferred embodiment, the width of resistance tooth is more than or equal to the width of straining beam.
Further, in the utility model preferred embodiment, also including support bar, the bottom of support bar is arranged at ground
Face, the top of support bar is connected with end of the straining beam away from wall body.
Further, in the utility model preferred embodiment, side of the wall body away from straining beam is provided with multiple kinds
Plant and plantation through hole is provided with groove, each planting groove of wall body correspondence, side of the wall body away from planting groove is provided with multiple easy
Root pipe is led in degraded, and each degradable mono- plantation through hole of root Guan Junyu of leading is connected.
Further, in the utility model preferred embodiment, also including bed course, wall body include wall, toe of wall plate,
Wall heel slab, the one end of straining beam away from anchor plate is connected with wall, and the bottom of wall is connected with bed course, and toe of wall plate is arranged at wall
Bottom and the junction of bed course, and positioned at side of the bottom away from straining beam of wall, wall heel slab is arranged at bottom and the pad of wall
The junction of layer, and positioned at side of the bottom away from toe of wall plate of wall.
Further, in the utility model preferred embodiment, wall body includes rib post and breast boards, the side of rib post
It is connected with the side of breast boards, straining beam is arranged at side of the breast boards away from rib post.
A kind of slope retaining system, including above-mentioned retaining wall.
The beneficial effects of the utility model are：The retaining wall that the utility model is obtained by above-mentioned design, due to retaining wall
Straining beam structure compared to original Tiebar structure more resistant to corrosion, and then cause the utility model provide retaining wall life-span
It is longer；And the first concrete interlayer is set outside straining beam so that straining beam and the frictional force between banketing increase, allow for anchoring section
Withdrawal resistance also increase, and then cause retaining wall supporting performance it is more preferable；And resistance tooth is set on straining beam, it provides certain
Collateral resistance, limits the sliding banketed, again such that the supporting effect of retaining wall is more preferable.And the side slope branch that the utility model is provided
Protecting system, because it includes above-mentioned retaining wall so that the supporting effect of its side slope is more preferable.
Brief description of the drawings
, below will be to being wanted needed for embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
The accompanying drawing used is briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore not
The restriction to scope is should be considered as, for those of ordinary skill in the art, on the premise of not paying creative work,
Other related accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the retaining wall that the utility model first embodiment is provided；
Fig. 2 is the enlarged drawing in II region in Fig. 1；
Fig. 3 is the top view that straining beam and anchor plate are engaged in Fig. 1；
Fig. 4 is the structural representation for the retaining wall that the utility model second embodiment is provided；
Fig. 5 is the top view that straining beam and anchor plate are engaged in Fig. 2；
Fig. 6 is the structural representation after the retaining wall kind that the utility model is provided is implanted with plant.
Icon：100- retaining walls；200- retaining walls；110- wall bodies；111- walls；112- toe of wall plates；113- wall heel slabs；
114- kinds plant through hole；116- planting grooves；210- wall bodies；211- rib posts；212- breast boards；120- straining beams；120a- first is drawn
Beam；The straining beams of 120b- second；121- pull bars；122- the first concrete interlayers；123- resistance teeth；223- resistance teeth；124- second is mixed
Solidifying soil interlayer；125- support bars；220- straining beams；130- anchor plates；230- anchor plates；The anchor plates of 130a- first；130b- second
Anchor plate；The concrete interlayers of 136- the 3rd；140- bed courses；150- is degradable to lead root pipe.
Embodiment
To make the purpose, technical scheme and advantage of the utility model embodiment clearer, below in conjunction with this practicality
Accompanying drawing in new embodiment, the technical scheme in the utility model embodiment is clearly and completely described, and shows
So, described embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on this practicality
Embodiment in new, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of the utility model protection.Therefore, implementation of the present utility model below to providing in the accompanying drawings
The detailed description of mode is not intended to limit claimed scope of the present utility model, but is merely representative of of the present utility model
Selected embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative labor
The every other embodiment obtained under the premise of dynamic, belongs to the scope of the utility model protection.
In description of the present utility model, it is to be understood that term " length ", " width ", " on ", " under ", " vertical ",
The orientation or position relationship of the instruction such as " level ", " top ", " bottom ", " interior ", " outer " are to be closed based on orientation shown in the drawings or position
System, is for only for ease of description the utility model and simplifies description, rather than indicate or imply that the equipment or element of meaning are necessary
With specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be
Mechanically connect；Can be joined directly together, can also be indirectly connected to by intermediary, can be two element internals connection or
The interaction relationship of two elements.For the ordinary skill in the art, it can understand above-mentioned as the case may be
Concrete meaning of the term in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or it
" under " can directly be contacted including the first and second features, can also not be direct contact including the first and second features but logical
The other characterisation contact crossed between them.Moreover, fisrt feature second feature " on ", " top " and " above " include the
One feature is directly over second feature and oblique upper, or is merely representative of fisrt feature level height higher than second feature.First is special
Levy second feature " under ", " lower section " and " below " include fisrt feature immediately below second feature and obliquely downward, or only
Represent that fisrt feature level height is less than second feature.
First embodiment
As shown in figure 1, a kind of retaining wall 100 is present embodiments provided, the side of retaining wall 100 that Fig. 1 provides for the present embodiment
The structural representation in face, retaining wall 100 includes the wall body 110 and multiple straining beams 120 being connected with each other.The one of each straining beam 120
End is connected with wall body 110, and each one end of straining beam 120 away from wall body 110 is provided with anchor plate 130.
In the present embodiment, straining beam 120 includes being connected to multiple first straining beam 120a on the top of wall body 110 and is connected to
Multiple second straining beam 120b of wall body 110, are shown in because Fig. 1 is side structure schematic diagram therefore only a first straining beam 120a in figure
With a second straining beam 120b.Because retaining wall 100 is generally disposed on side slope, for stopping that soil comes down, and side slope has
Certain gradient, therefore superposed first straining beam 120a length is longer than the second straining beam 120b length, the first straining beam 120a
Length and both length differences with the second straining beam 120b are specially how many to be determined according to the own situation of the side slope of wanted supporting.
It is pointed out that in other embodiment of the present utility model, in the vertical direction is arranged on wall body 110
Straining beam 120 can also be two or more, select in the vertical direction to want according to the height and construction environment of different side slopes
The quantity of the straining beam of setting.
As depicted in figs. 1 and 2, straining beam 120 include the concrete interlayer 122 of pull bar 121 and first, one end of pull bar 121 with
Wall body 110 is connected, and the one end of straining beam 120 away from wall body 110 is connected with anchor plate 130, and the first concrete interlayer 122, which is wrapped up in, to be set
Carried out coarse processing with the outer wall of the outer wall of pull bar 121, and the first concrete interlayer 122, the first concrete interlayer 122 by
Then concrete is made, and its surface has certain frictional force in itself, and coarse processing is further carried out to it and causes straining beam 120
Bigger with the frictional force banketed, the withdrawal resistance of the bigger anchoring section of frictional force is bigger, and the supporting performance of retaining wall 100 is better.Due to
Pull bar is metal class material and is made, and is to smear antirust paint in the outer wall of pull bar to the rust preventing of pull bar under normal circumstances, but
It is that this corrosion protection method is short compared to corrosion protection method effective time provided by the utility model, causes pull bar to be buried and soil because long-term
Got rusty in earth and the lost of life and in the utility model, sets one layer first pull bar 121 is outer so as to influenceing the performance of retaining wall
Concrete interlayer 122, can effectively stop that pull bar 121 does not reach the effect of antirust with the contact with moisture in soil.
It should be noted that in other embodiment of the present utility model, straining beam 120 directly can also be poured mixed using reinforcing bar
The beams of concrete that solidifying soil is made, the design both can guarantee that straining beam and banketed between frictional force also without worrying that straining beam gets rusty
Problem.
Anchor plate 130 is connected to first including the first anchor plate 130a and the second anchor plate 130b, the first anchor plate 130a
The one end of straining beam 120a away from wall body 110, the second anchor plate 130b is connected to one of the second straining beam 120b away from wall body 110
End.
First straining beam 120a is provided with multiple resistance teeth 123 along its length, and multiple resistance teeth 123 are arranged at the first drawing
Beam 120a upside, the second straining beam 120b is also equipped with multiple resistance teeth 123 along its length, and multiple resistance teeth 123 are same
It is arranged at the second straining beam 120b upside.The purpose for setting multiple resistance teeth 123 is it is provided collateral resistance, and resistance tooth 123 is carried
The frictional force that the collateral resistance and straining beam 120 of confession are provided together form the withdrawal resistance of anchoring section, and withdrawal resistance is bigger, retaining wall
100 supporting performance is better, therefore sets resistance tooth 123 make it that the supporting performance of retaining wall 100 is more preferable.
Further, in the present embodiment, the resistance tooth 123 that the utility model is arranged on the upside of straining beam 120 uses steel plate
Material is made, and its surface is wrapped with the second concrete interlayer 124, and the purpose for setting the second concrete interlayer 124 is to prevent
Resistance tooth 123 gets rusty, the life-span of extension resistance tooth 123, moreover it is possible to the frictional force between improving resistance tooth 123 and banketing, so as to enter
One step improves the supporting performance of retaining wall 100.
It is pointed out that in other embodiment of the present utility model, resistance tooth 123 can directly use bar pouring
The coagulation soil resistance tooth that concrete is made is built, or directly uses concrete block, then resistance tooth outer surface without setting second to mix again
Solidifying soil interlayer, the design is again without the problem of resistance tooth gets rusty is worried, while between can also providing resistance tooth 123 and banketing
Frictional force.
Further, in the present embodiment, anchor plate 130 is stainless steel or is armored concrete material, works as anchor
When fixed board 130 is stainless steel, its outer wall is wrapped with the 3rd concrete interlayer 136.When anchor plate 130 and resistance tooth 123 are equal
It is in work progress, stainless steel anchor plate 130, pull bar 121 and stainless steel resistance tooth 123 is advance during for stainless steel
Connection, while carrying out concreting；When anchor plate 130, straining beam 120 and resistance tooth 123 are armored concrete material, applying
Directly the reinforcing bar of the reinforcing bar, the reinforcing bar of straining beam 120 and resistance tooth 123 of anchor plate 130 is connected in advance during work, entered simultaneously
Row concreting.Existing armored concrete anchor plate be pour complete after transport to construction carry out construction and installation,
But the armored concrete anchor plate heavier mass after the completion of pouring so that it is costly that transport is produced, and in constructing operation
Have inconvenience more, and the utility model proposes both mode easy constructions, good integrity.3rd concrete interlayer 136 is set
Purpose be to influence the service life of retaining wall 100 to prevent anchor plate 130 from getting rusty, and the 3rd concrete interlayer 136
Frictional force between can also providing and banketing, further improves the supporting performance of retaining wall 100.
Further, in the present embodiment, the height of each resistance tooth 123 is identical and each resistance tooth 123 is away from straining beam
120 one end is less than the top of anchor plate 130.Resistance tooth 123 provides certain collateral resistance, limits the sliding banketed, and then
So that the supporting effect of retaining wall 100 is more preferable.Resistance tooth 123 is higher in theory, and it is bigger with collateral resistance between banketing, but resistance
The higher construction cost of power tooth 123 is higher, integrated construction cost and required collateral resistance situation, when resistance tooth 123 is away from straining beam 120
When one end is flushed with the top of anchor plate 130, it can reach that the larger purpose of collateral resistance make it that construction cost is not high again.
It is pointed out that in other embodiment of the present utility model, according to requirement of engineering, resistance tooth 123 is away from drawing
One end of beam 120 can also be above or be flush to the top of anchor plate 130.Or, the height of each resistance tooth 123 can also be with
Position gradually increases along the direction close to anchor plate 130.
As shown in figures 1 and 3, further, in the present embodiment, the width of resistance tooth 123 is equal to the width of straining beam 120
Degree, because the width of resistance tooth 123 is bigger, it is bigger with collateral resistance between banketing, and the supporting effect of retaining wall 100 is better, but
That the wider support cost of resistance tooth 123 is bigger, integrated construction cost and required collateral resistance situation, when the width of resistance tooth 123 with
Straining beam 120 with it is wide when the collateral resistance that provides of resistance tooth 123 it is larger, and support cost is relatively low.
It is pointed out that in other embodiment of the present utility model, according to requirement of engineering, the width of resistance tooth 123
The width of straining beam 120 can be less than or greater than.
As shown in figure 1, further, in the present embodiment, retaining wall 100 also includes multiple support bars 125, support bar
Ground is fixed in 125 one end, and the one end of support bar 125 away from ground is fixedly connected with straining beam 120.Support bar 125 is set
Purpose is that occur to be further ensured that the stability of straining beam 120, and can solve the skew installation site of anchor plate 130 very well
The situation for moving up or moving down.Support bar 125 is made of concrete, and it can not only provide certain collateral resistance, and it is with filling out
There is certain frictional force between soil, the withdrawal resistance of anchoring section is increased, further the supporting performance of increase retaining wall 100.
As shown in figures 1 to 6, further, side of the wall body 110 away from straining beam 120 is provided with multiple planting grooves
116, be provided with plantation through hole 114 at each planting groove 116 of the correspondence of wall body 110, wall body 110 away from planting groove 116 one
Side be provided with it is multiple it is degradable lead root pipe 150, each degradable root pipe 150 of leading is connected with a plantation through hole 114.It is degradable
Lead root pipe 150 to be made of degradable material, burying can be degraded in soil in 3-5 by Soil Microorganism.Plantation is logical
The quantity in hole 114 is identical with the degradable quantity for leading root pipe 150.Planting groove 116 and degradable lead in root pipe 150 are banketed.
From the relatively advanced planting of root system in planting groove 116, in growth course, the root system of plant is along easy
Degraded leads root pipe 150 and gradually gos deep into side of the wall body 110 away from planting groove 116, after 3-5, and the root system of plant is deep
Enter to away from the remote place enough of wall body 110, now, degradable root pipe 150 of leading is under the decomposition of Soil Microorganism
Gradually decompose, and when it is degradable lead root pipe 150 and decompose after, it is random that the root system of plant then departs from the degradable constraint for leading root pipe 150
Diffusion extension, longer over time, plant is more in the root of side growth of the wall body 110 away from planting groove 116, and wall body
110 soil away from the side of planting groove 116 are more closely knit, and the root system of plant plays the firm reinforced action banketed, under the effect
Soil is just smaller to the pressure of retaining wall 100, and then the service life of retaining wall 100 is longer.
Because the direction of growth of root system is identical with gravity direction.Preferably, degradable root pipe 150 of leading is away from plantation through hole
114 other end is to away from wall body 110 and downwardly direction extension, i.e., degradable root pipe 150 of leading is inclined relative to horizontal
It is down-set.The design causes root system in the degradable speed for leading growth extension in root pipe 150 faster.
Further, in embodiment of the present utility model, inwall and the wall body 110 of planting groove 116 surround longitudinal section
For the cell body of del, the angle of the inwall relative with the position of wall body 110 of planting groove 116 and wall body 110 is acute angle.When
Planting is in planting groove 116, and it gos deep into degradable leading root pipe under gravity obliquely along the inwall of planting groove 116
In 150.The design is that root system largely concentrates on planting groove in order to prevent from planting in the plant in planting groove 116 in growth course
It is interior, cause root system to go deep into the degradable speed for leading root pipe 150 and slow down.
Further, in the present embodiment, retaining wall 100 also includes bed course 140, and wall body 110 includes wall 111, wall
Toe board 112 and wall heel slab 113, the one end of straining beam 120 away from anchor plate 130 are connected with wall 111, the bottom of wall 111 and pad
Layer 140 is connected, and bed course 140 is arranged on ground, and toe of wall plate 112 is arranged at the bottom of wall 111 and the junction of bed course 140,
And positioned at side of the bottom away from straining beam 120 of wall 111, wall heel slab 113 is arranged at bottom and the bed course 140 of wall 111
Junction, and positioned at side of the bottom away from toe of wall plate 112 of wall 111.The structure of wall body 110 in the present embodiment is outstanding
The structure of the wall body of anchor formula retaining wall, i.e., design of the present utility model can be used for hanging anchor formula retaining wall.
Outstanding anchor formula retaining wall is a kind of light-duty supporting and retaining system using cantilever retaining wall technology with anchor plate technical combinations
Structures.Outstanding anchor formula retaining wall is made up of wall, base plate toe of wall plate and wall heel slab, anchor plate and several parts of pull bar.Outstanding anchor formula
The part soil pressure of retaining wall passes to anchor plate by pull bar, and only part soil pressure is delivered to retaining walls, can be significantly
The ability of degree lifting retaining wall antidumping.Banketed on the heel slab of outstanding anchor formula retaining wall deadweight, draw-bar pull constitutes overall torque
A part for balance, reduces the pressure to ground.After outstanding anchor formula retaining wall anchor plate fix in position, between anchor plate and wall body
Backfill is only needed, and it is not high to the performance requirement of backfill.The pull bar of outstanding anchor formula retaining wall, armstand, anchor plate and therebetween
Backfill form an entirety, can part enhancing retaining wall lateral anti-slide performance.Outstanding anchor formula retaining wall can be designed
Go out relatively small face of deciding what is right and what is wrong, wall height can accomplish 10m and level above, the harsh geology such as hills, mountain area can be well adapted to
Environment, economy and security are functional.And in the present embodiment, the outstanding of conventional whip is replaced with resistance tooth straining beam with strip-type
The collateral resistance that the resistance tooth arranged in anchor formula barricade, strip-type straining beam and frictional force and straining beam between banketing is provided, can be with
Offer passive resisting force is provided with anchor plate 130, so as to strengthen the withdrawal resistance of anchoring section, the stability of retaining wall 100 is improved so that
The supporting of retaining wall 100 is more preferable.
Second embodiment
The retaining wall 200 that the utility model embodiment is provided, its realization principle and the technique effect of generation and first are in fact
Apply example identical, to briefly describe, the present embodiment does not refer to part, refers to corresponding contents in first embodiment.
As shown in figure 4, the wall body 110 of retaining wall 200 include rib post 211 and breast boards 212, the side of rib post 211 with
The side connection of breast boards 212, straining beam 220 is arranged at side of the breast boards 212 away from rib post 211.Wall body in the present embodiment
110 structure is the structure of the wall body of common anchor plate formula retaining wall, i.e., design of the present utility model can be used for common grappling
Plate type retaining wall.
Anchored plate retaining wall be by banketing between metope, pull bar, anchor plate and filling metope and anchor plate it is common
One entirety of composition.In this integrally-built inside, the soil pressure acted on metope, the pulling force and anchor of pull bar are there is
The internal force of the interactions such as the withdrawal resistance pulled surely, these internal force must mutually balance each other, and just can guarantee that the stabilization of inside configuration.Together
When, in the peripheral limit of anchored plate retaining wall, it also there is the soil pressure transmitted from border outer, mobile load and dead load
Produced active force and frictional force, these external force also must mutually balance each other, to ensure the resistance to overturning of anchored plate retaining wall,
Prevent to slide or wriggle.
Anchored plate retaining wall is also to keep the steady of retaining wall by the withdrawal resistance of " pull bar " as anchor retaining wall
It is fixed.But, this retaining wall has obvious difference again with anchor retaining wall, and the anchor pole of anchor retaining wall must be anchored at stabilization
Stratum in, its withdrawal resistance is from frictional resistance between anchor pole and mortar, hole wall stratum；And the pull bar of anchored plate retaining wall and
The anchor plate of its end is embedded in backfill, and its withdrawal resistance derives from the passive resisting force banketed before anchor plate.Therefore, after wall
Soil lateral pressure is transmitted to pull bar by metope, and the latter then resists soil lateral pressure by withdrawal resistance of the anchor plate in banketing, with
Maintain the balance and stability of retaining wall.And in the present embodiment, the anchor plate of conventional whip is replaced with resistance tooth straining beam with strip-type
The collateral resistance that the resistance tooth arranged in formula retaining wall, strip-type straining beam and frictional force and straining beam between banketing is provided, can be with
Offer passive resisting force is provided with anchor plate 230, so as to strengthen the withdrawal resistance of anchoring section, the stability of retaining wall 200 is improved so that
The supporting of retaining wall 200 is more preferable.
As shown in Figure 4 and Figure 5, in the present embodiment, resistance tooth 223 is arranged on straining beam 220, the width of resistance tooth 223
More than the width of straining beam 220.It is pointed out that the width of resistance tooth 223 can be with other embodiment of the present utility model
It is less than the width of straining beam 220.
In summary, the structure of the straining beam of retaining wall compared to original Tiebar structure more resistant to corrosion, and then cause this reality
With the life-span of the retaining wall of new offer is longer, supporting performance is more preferable；And resistance tooth is set on straining beam, it provides certain side
Resistance, limits the sliding banketed, and then make it that the supporting effect of retaining wall is more preferable；Rough surface processing the first concrete every
Layer is due to the increase of surface area, so that the frictional force between enhancing and banketing, causes the supporting effect of retaining wall more in a step
It is good；The frictional force of straining beam, the collateral resistance of resistance tooth and anchor plate together form the withdrawal resistance of anchoring section by dynamic resistance, and resist
The supporting performance for improving then retaining wall of pull out force is improved；Support bar is set, by increasing capacitance it is possible to increase can be solved while the stability of straining beam
Certainly the skew of anchor plate 130 installation site occur on situation about moving down, and its can not only provide collateral resistance can also provide with
Frictional force between banketing, so as to improve the withdrawal resistance of anchoring section so that the supporting performance of retaining wall is more preferable；Setting plantation through hole,
Planting groove and it is degradable lead root pipe, the more flourishing plant of root system is planted in planting groove, the root system of plant plays firm banket
Reinforced action, it is just smaller to the pressure of retaining wall in the soil under action earth, and then the life-span of retaining wall can be extended.
The utility model additionally provides a kind of side slope in support system, and it includes above-mentioned retaining wall.Due to the side slope branch
Protecting system includes above-mentioned retaining wall so that the slope retaining system has preferable supporting performance, and the spy of long service life
Point.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for
For those skilled in the art, the utility model can have various modifications and variations.It is all in spirit of the present utility model and former
Within then, any modifications, equivalent substitutions and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of retaining wall, it is characterised in that including wall body and multiple straining beams, one end of each straining beam with the wall
The side connection of body, each one end of the straining beam away from the wall body is provided with anchor plate, along the straining beam length side
To being provided with multiple resistance teeth, the straining beam includes pull bar and the first concrete interlayer, the opposite end of the pull bar respectively with
Wall body and the anchor plate connection, the concrete interlayer is wrapped in the outer wall of the pull bar.
2. retaining wall according to claim 1, it is characterised in that the outer wall of the resistance tooth be wrapped with the second concrete every
Layer.
3. retaining wall according to claim 1, it is characterised in that the outer wall of the anchor plate be wrapped with the 3rd concrete every
Layer.
4. retaining wall according to claim 1, it is characterised in that the resistance tooth is arranged at the upside of the straining beam.
5. retaining wall according to claim 1, it is characterised in that the width of the resistance tooth is more than or equal to the straining beam
Width.
6. retaining wall according to claim 1, it is characterised in that also including support bar, the bottom of the support bar is set
In ground, the top of the support bar is connected with end of the straining beam away from the wall body.
7. retaining wall according to claim 1, it is characterised in that the side of the wall body away from the straining beam is provided with
Plantation through hole is provided with multiple planting grooves, each planting groove of the wall body correspondence, the wall body is away from the planting groove
Side be provided with it is multiple it is degradable lead root pipe, it is each described degradable to lead the plantation through hole connections of root Guan Junyu mono-.
8. retaining wall according to claim 1, it is characterised in that also including bed course, the wall body includes wall, toe of wall
Plate, wall heel slab, the one end of the straining beam away from the anchor plate are connected with the wall, the bottom of the wall and the bed course
Connection, the toe of wall plate is arranged at the bottom of the wall and the junction of the bed course, and remote positioned at the bottom of the wall
From the side of the straining beam, the wall heel slab is arranged at the bottom of the wall and the junction of the bed course, and positioned at described
Side of the bottom of wall away from the toe of wall plate.
9. retaining wall according to claim 1, it is characterised in that the wall body includes rib post and breast boards, the rib
The side of post is connected with the side of the breast boards, and the straining beam is arranged at side of the breast boards away from the rib post.
10. a kind of slope retaining system, it is characterised in that including the retaining wall as described in claim any one of 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621423962.9U CN206337576U (en) | 2016-12-22 | 2016-12-22 | A kind of retaining wall and slope retaining system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621423962.9U CN206337576U (en) | 2016-12-22 | 2016-12-22 | A kind of retaining wall and slope retaining system |
Publications (1)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108589768A (en) * | 2018-03-15 | 2018-09-28 | 南安市创培电子科技有限公司 | A kind of multi-functional retaining wall for hydraulic engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589768A (en) * | 2018-03-15 | 2018-09-28 | 南安市创培电子科技有限公司 | A kind of multi-functional retaining wall for hydraulic engineering |
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