CN109098196A - Protective slope structure - Google Patents
Protective slope structure Download PDFInfo
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- CN109098196A CN109098196A CN201811256922.3A CN201811256922A CN109098196A CN 109098196 A CN109098196 A CN 109098196A CN 201811256922 A CN201811256922 A CN 201811256922A CN 109098196 A CN109098196 A CN 109098196A
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- skeleton
- inner frame
- skeleton unit
- outer containment
- containment body
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- 230000001681 protective effect Effects 0.000 title claims abstract description 57
- 210000000988 bone and bone Anatomy 0.000 claims description 8
- 230000008635 plant growth Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 9
- 230000008569 process Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of protective slope structures, are related to side slope protection technical field.The protective slope structure includes multiple skeleton units, multiple band framework skeleton units and multiple arcs connector, band framework skeleton unit includes integrally formed quadrangle outer containment body and inner frame, inner frame is connected in outer containment body, the second anchor hole is offered in the middle part of skeleton unit, the first anchor hole is offered in the middle part of inner frame, multiple band framework skeleton units are arranged in multirow, multiple band framework skeleton unit intervals setting in each row, and multiple band framework skeleton units in two adjacent rows are staggered, adjacent two outer containment body in adjacent rows is connected by a respective angle, multiple skeleton units pass through arc connector inner frame connection corresponding with the outer containment body in the space surrounded respectively, and it is located in corresponding space, skeleton unit or inner frame can be rotated around arc connector.The characteristics of protective slope structure has install convenient, bankets conducive to firm compartment with slope plant growth.
Description
Technical field
The present invention relates to side slope protection technical fields, in particular to a kind of protective slope structure.
Background technique
In the protection of civil engineering and natural calamity, to occur landslide, avalanche after avoiding side slope from being washed away by rainwater etc.
Situation guarantees the safety of side slope and its environment, it is necessary to which side slope takes supporting, reinforcing and safeguard procedures.
In the prior art, anchor lattice beam reinforcing side slope is generallyd use, cast in situs is needed to form, required construction period is inclined
Long, there are many manpower consumption, and construction fugitive dust discharge is big, and molding effect is poor, and quality is not easy to guarantee.Meanwhile side slope can also adopt
It will affect the biological growthing environment of side slope with the mode of the biological protection mode of slope vegetation, cast in situs, be unfavorable for vegetation
Growth, so that vegetation is lower to the producing level of its slope surface.In addition, by anchor pole effect of distance, the spacing of cast-in-place anchor pole lattice compared with
Greatly, banketing between lattice is not easy to consolidate, and easily by rain drop erosion, plant can not take root and grow, and the vegetation of side slope can not restore
And greening.
In view of this, R & D design, which goes out a kind of protective slope structure for being able to solve above-mentioned technical problem, to be particularly important.
Summary of the invention
The purpose of the present invention is to provide a kind of protective slope structure, which has install convenient, is conducive to firm compartment
The characteristics of banketing with slope plant growth.
Another object of the present invention is to provide another protective slope structure, which has install convenient, is conducive to steady
Gu the characteristics of compartment bankets with slope plant growth.
The present invention provides a kind of technical solution:
In a first aspect, the embodiment of the invention provides a kind of protective slope structure, including multiple skeleton units, multiple band framework bones
Frame unit and multiple arcs connector；The band framework skeleton unit includes integrally formed outer containment body and inner frame, described outer
Containment body is quadrangle, and the inner frame is located in the outer containment body, and its four ends are connected to four side of outer containment body,
The first anchor hole is offered in the middle part of the inner frame, and for passing through for anchor pole, to connect the inner frame and side slope；The bone
The second anchor hole is offered in the middle part of frame unit, and for passing through for anchor pole, with connecting framework unit and side slope；Multiple band frames
Body skeleton unit is arranged in multirow, multiple band framework skeleton unit interval settings in each row, and in two adjacent rows
Multiple band framework skeleton units are staggered, and adjacent two outer containment body in adjacent rows passes through respective one
Angle connection；Four ends of the skeleton unit offer axis be camber line skeleton connect through-hole, the four of the inner frame
A end offers the framework that axis is camber line and connects through-hole, and multiple skeleton units are respectively arranged at by two, three
In the space surrounded jointly with four outer containment bodies, the adjacent skeleton unit and the inner frame are connected by the arc
Fitting passes through the corresponding skeleton connection through-hole and connects through-hole realization connection, and the skeleton unit with the corresponding framework
Or the inner frame can be rotated around the arc connector.
With reference to first aspect, in the first implementation of first aspect, the skeleton unit and the band framework bone
Frame unit all has opposite bottom side and lateral surface；The outer containment body is connected to the end of the inner frame close to the outside
The part in face, and supported with the part close to the lateral surface of the end of the skeleton unit.
With reference to first aspect and its above-mentioned implementation, in second of implementation of first aspect, the skeleton list
The end of member is spaced close to the part of bottom side close to the part of the bottom side and the end of the inner frame, so that institute
Stating skeleton unit or the inner frame can rotate around the arc connector, so that adjacent skeleton unit and the in-seam
Evagination is capable of forming between frame.
With reference to first aspect and its above-mentioned implementation, in the third implementation of first aspect, the outer containment body
On offer sliding groove, the end of the skeleton unit is held in the sliding groove, and the end of the skeleton unit being capable of edge
The sliding groove is simultaneously rotated around the arc connector.
With reference to first aspect and its above-mentioned implementation, in the 4th kind of implementation of first aspect, the skeleton list
Member offers the second drainage hole, and second drainage hole is arranged close to the bottom side.
With reference to first aspect and its above-mentioned implementation, in the 5th kind of implementation of first aspect, the second row
Water hole is elliptical aperture, and the quantity of second drainage hole is multiple, and the focal length of multiple second drainage holes is along the bone
The side of frame unit is arranged.
With reference to first aspect and its above-mentioned implementation, in the 6th kind of implementation of first aspect, the outer containment body
Protrude from the lateral surface.
With reference to first aspect and its above-mentioned implementation, in the 7th kind of implementation of first aspect, the inner frame
The first drainage hole is offered, and first drainage hole is arranged along the bottom side.
With reference to first aspect and its above-mentioned implementation, in the 8th kind of implementation of first aspect, the first row
Water hole is elliptical aperture, and the quantity of first drainage hole is multiple, and the focal length of multiple first drainage holes is along the bone
The side of frame unit is arranged.
Second aspect, the embodiment of the invention provides a kind of protective slope structures, including multiple skeleton units, multiple band framework bones
Frame unit and arc connector；The band framework skeleton unit includes outer containment body and inner frame, and the outer containment body is square, institute
State inner frame four ends be connected to the outer containment body four sides middle part, offer first in the middle part of the inner frame
Anchor hole, and for being passed through for anchor pole, to connect the inner frame and side slope；The second anchor is offered in the middle part of the skeleton unit
Hole, and for being passed through for anchor pole, with connecting framework unit and side slope；Multiple band framework skeleton units are arranged in multirow, respectively
Multiple band framework skeleton unit interval settings in row, and multiple band framework skeleton units in two adjacent rows are handed over
Mistake is arranged, and adjacent two outer containment body in adjacent rows passes through a respective angle and connects；The four of the skeleton unit
A end offers the skeleton that axis is camber line and connects through-hole, and it is camber line that four ends of the inner frame, which offer axis,
Framework connect through-hole, multiple skeleton units are respectively arranged to be surrounded jointly by two, three and four outer containment bodies
Space in, the adjacent skeleton unit and the inner frame pass through the corresponding skeleton by the arc connector and connect
It connects hole and connects through-hole realization connection with the corresponding framework, and the skeleton unit or the inner frame can be around described
Arc connector rotation.
Compared with prior art, the beneficial effect of protective slope structure provided in an embodiment of the present invention is:
Multiple band framework skeleton units are arranged in multirow, also, multiple band framework skeleton units in every row are successively spaced
Ground arrangement, between adjacent two rows band framework skeleton unit, in a line with the band framework in framework skeleton unit and another row
The staggered arrangement of skeleton unit, and so on just organize webbed connection structure, closed space is located at netted connection structure
Middle part, adjacent three outer containment body positioned at reticular structure edge surround tool space jaggy, and there are three outer containment bodies for tool
Side, two outer containment bodies positioned at the corner of reticular structure can also surround a tool space jaggy, and there are two space tools
The side of outer containment body, and multiple skeleton units are respectively arranged in multiple spaces, are fixed in the space by anchor pole, to form field
Word lacks shape outside the character segment of field.
So, the protective slope structure can by the scattered skeleton unit of on-site assembly and with framework skeleton unit, with
Formation is cross-linked netted protective slope structure, and avoids cast-in-place situation lower bolt apart from the larger situation for causing sash larger,
With install convenient, the characteristics of banketing conducive to firm compartment and be conducive to slope plant growth.
To enable the above objects, features and advantages of the present invention to be clearer and more comprehensible, preferred embodiment is cited below particularly, and cooperate
Appended attached drawing, is described in detail below.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described.It should be appreciated that the following drawings illustrates only certain embodiments of the present invention, therefore it is not construed as pair
The restriction of range.It for those of ordinary skill in the art, without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 is the structural schematic diagram of protective slope structure provided in an embodiment of the present invention.
Fig. 2 is another structural schematic diagram of protective slope structure provided in an embodiment of the present invention.
Fig. 3 is the structural schematic diagram of 10 part of protective slope structure provided in an embodiment of the present invention installation.
Fig. 4 is the structural schematic diagram of the skeleton unit of protective slope structure provided in an embodiment of the present invention.
Fig. 5 is the schematic diagram of the structure with framework skeleton unit of protective slope structure provided in an embodiment of the present invention.
Icon: 10- protective slope structure；12- skeleton unit；The second anchor hole of 121-；122- bottom side；123- lateral surface；124-
Second drainage hole；125- skeleton connects through-hole；15- band framework skeleton unit；151- outer containment body；1511- sliding groove；152- in-seam
Frame；The first anchor hole of 1521-；The first drainage hole of 1522-；1523- framework connects through-hole；The space 153-；17- frame；19- arc connects
Fitting.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described.Obviously, described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be arranged and be designed with a variety of different configurations.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.Term " on ", "lower",
The orientation or positional relationship of the instructions such as "inner", "outside", "left", "right" be based on the orientation or positional relationship shown in the drawings, or
The invention product using when the orientation or positional relationship usually the put or orientation that usually understands of those skilled in the art
Or positional relationship, it is merely for convenience of description of the present invention and simplification of the description, rather than the equipment or element of indication or suggestion meaning
It must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.Term
" first ", " second " etc. are only used for distinguishing description, are not understood to indicate or imply relative importance.Term " includes ", " packet
Containing " or any other variant thereof is intended to cover non-exclusive inclusion, so that including the process of a series of elements, side
Method, article or equipment not only include those elements, but also including other elements that are not explicitly listed, or further include
For elements inherent to such a process, method, article, or device.In the absence of more restrictions, by sentence " including one
It is a ... " limit element, it is not excluded that there is also in addition in the process, method, article or apparatus that includes the element
Identical element.
It should also be noted that, unless otherwise clearly defined and limited, the terms such as " setting ", " connection " should do broad sense reason
Solution, for example, " connection " may be fixed connection or may be dismantle connection, or integral connection；It can be mechanical connection,
It is also possible to be electrically connected；It can be and be directly connected to, can also be indirectly connected with by intermediary, be can be inside two elements
Connection.For the ordinary skill in the art, the tool of above-mentioned term in the present invention can be understood as the case may be
Body meaning.
With reference to the accompanying drawing, detailed description of the preferred embodiments.
Embodiment:
Referring to Fig. 1, Fig. 1 is the structural schematic diagram of protective slope structure 10 provided in an embodiment of the present invention.
The embodiment of the present invention provides a kind of protective slope structure 10, which has install convenient, is conducive to firm compartment
The characteristics of banketing with slope plant growth.The protective slope structure 10 can be applied in all kinds of side slope protection work.
The structure composition, working principle and beneficial effect of protective slope structure 10 provided in an embodiment of the present invention will be specifically introduced below
Fruit.
The protective slope structure 10 includes multiple skeleton units 12, multiple band framework skeleton units 15 and multiple arcs connector
19, it skeleton unit 12 and is cross-linked with framework skeleton unit 15 by arc connector 19, to form netted protective slope structure 10,
Occurs the case where landslide, avalanche after avoiding side slope from being washed away by rainwater etc., the protective slope structure 10 is by skeleton unit 12 and with framework
Skeleton unit 15 connects to realize protective slope structure 10, is not necessarily to cast in situs, install convenient, the biological growthing environment shadow of side slope
Sound is small.
Wherein, skeleton unit 12 is the cross skeleton being made of two beam bodies (figure is not marked), and in skeleton unit 12
Middle part offers second anchor hole 121, and second anchor hole 121 for anchor pole (not shown) for passing through, so that anchor pole passes through the
Two anchor holes 121, and it is inserted into side slope, with connecting framework unit 12 and side slope, complete the installation of skeleton unit 12.
The band framework skeleton unit 15 includes outer containment body 151 and inner frame 152,152 one of the outer containment body 151 and inner frame
Molding, and inner frame 152 is that two beam bodies (figure is not marked) are cross-linked the cross frame body of composition, outer containment body 151 is quadrangle,
And inner frame 152 is installed in outer containment body 151, and four ends of inner frame 152 are connect with outer containment body 151 respectively, inside
It is also provided with the first anchor hole 1521 on the middle part of skeleton 152, the first anchor hole 1521 for anchor pole for passing through, so that anchor pole passes through the
One anchor hole 1521 is simultaneously inserted into side slope, to connect inner frame 152 and side slope, completes the installation with framework skeleton unit 15.
It should be noted that above-mentioned outer containment body 151 can be the plane quadrilateral being generally aligned in the same plane, such as parallel four side
Shape and trapezoidal etc., especially square outer containment body 151, so, four sides of outer containment body 151 are equal, and its four angle phases
Deng, it is easily installed, transports and processes, reduction by 10 cost of protective slope structure.Certain outer containment body 151 or three-dimensional quadrangle, such as
Convex quadrangle and recessed quadrangle.In addition, inner frame 152 be installed on the mode in outer containment body 151 can also there are many, such as inner frame
152 four ends are connected to four angles of outer containment body 151, alternatively, four ends of inner frame 152 are connected to outside
The middle part on four sides of containment body 151, and when outer containment body 151 is broadly square, the formation of outer containment body 151 substantially matrix pattern
Framework.
When multiple band framework skeleton units 15 and skeleton unit 12 assemble, multiple band framework skeleton units 15 are arranged in more
Row, also, successively compartment of terrain arranges multiple band framework skeleton units 15 in every row, in adjacent two rows band framework skeleton unit
Between 15, in a line with the staggered arrangement of band framework skeleton unit 15 in framework skeleton unit 15 and another row, in other words, phase
The interlaced setting of multiple band framework skeleton units 15 in two adjacent rows, band framework skeleton unit 15 and another row in a line
In band framework skeleton unit 15 do not correspond to, but it is empty with one in the corresponding another row of framework skeleton unit 15 in a line
Position, also, the respective angle of adjacent two outer containment body 151 in adjacent rows is connected with each other, in other words, in adjacent rows
Two angles on one side close to another row of one outer containment body 151, which are connected to, changes the outer containment body 151 that side corresponds to vacancy two sides
One jiao of one side close to its another row, in other words, two angles on one side of an outer containment body 151 initially installed connect respectively
A respective angle of two outer containment bodies 151 is connect, respective one jiao of above-mentioned two outer containment body 151 can also connect another outer containment body
151 same one side, and connect respective one jiao of two outer containment bodies 151 of another outer containment body 151 it is respective with two outer containment bodies 151
The angle for being connected to the outer containment body 151 initially installed is adjacent, and so, four outer containment bodies 151 just define closed four side
Shape, that is, closed space 153, and so on just organize webbed connection structure, closed space 153 is located at netted connection knot
The middle part of structure, certainly, adjacent three outer containment body 151 positioned at reticular structure edge surround tool space 153 jaggy,
For tool there are three the side of outer containment body 151, it is jaggy that two outer containment bodies 151 positioned at the corner of reticular structure can also surround a tool
Space 153, the space 153 tool pass through multiple band framework skeleton units 15 and 12 groups of skeleton unit there are two the side of outer containment body 151
Dress, so that the spacing between anchor pole is identical as the cast-in-place anchor pole spacing of sash slope protection, but the sash size of this book application is substantially
For the sash size with framework skeleton unit 15, it is much smaller than the sash of cast-in-place sash slope protection, it is firm conducive to banketing for sash,
It is not easy by rain drop erosion, plant is easy to take root and grow, and the revegetation of side slope is fast.
And multiple skeleton units 12 are respectively arranged in multiple spaces 153, at least two in four ends of skeleton unit 12
The outer containment body 151 for holding and surrounding space 153 connects, wherein it is camber line that axis is offered on four ends of skeleton unit 12
Skeleton connect through-hole 125, i.e., skeleton connection through-hole 125 be the hole of arc across the path of skeleton unit 12, also, in-seam
Four ends of frame 152 offer the framework that axis is camber line and connect through-hole 1523, connect through-hole 125 with skeleton, framework connects
Connecting hole 1523 also is the hole of arc, and arc connector 19 passes through the skeleton on adjacent skeleton unit 12 and inner frame 152 and connects
It connects hole 125 and connects through-hole 1523 with framework, to realize that inner frame 152 and skeleton unit 12 connect, so, connect in arc
In the case where having gap or lubrication between fitting 19 and skeleton connection through-hole 125 and framework connection through-hole 1523, with same arc
The skeleton unit 12 and inner frame 152 that connector 19 connects just are relatively rotatable to each other, to change skeleton unit 12 and inner frame 152
Between angle be such as located in skeleton unit 12 and lacked by having of surrounding jointly of two outer containment bodies 151 to adapt to the side slope of out-of-flatness
Mouthful space 153 in when, what the two neighboring end of skeleton unit 12 was connected to two outer containment bodies 151 surrounds space 153
The corresponding inner frame 152 in side on, be located at the tool space jaggy that is surrounded jointly by three outer containment bodies 151 in skeleton unit 12
When in 153, the side that three ends of skeleton unit 12 are connected to the outer containment body 151 that three surround space 153 is corresponding interior
On skeleton 152, when skeleton unit 12 is located in the closed space 153 surrounded jointly by four outer containment bodies 151, skeleton unit
12 four ends are connected on the corresponding inner frame 152 in the side for surrounding space 153 of four outer containment bodies 151, in addition,
It should be noted that four ends of skeleton unit 12 can also respectively with the side for the outer containment body 151 for surrounding space 153 end
Portion, to form similar area's font or lack the shape outside area's word.
So, which can be by the scattered skeleton unit 12 of on-site assembly and with framework skeleton unit
15, it is cross-linked netted protective slope structure 10 to be formed, and cast-in-place situation lower bolt is avoided to cause sash biggish apart from larger
Situation, with install convenient, the characteristics of banketing conducive to firm compartment with slope plant growth.
Referring to Fig. 2, Fig. 2 is another structural schematic diagram of protective slope structure 10 provided in an embodiment of the present invention.
In addition, protective slope structure 10 can also include multiple frames 17, frame 17 is connected to skeleton unit 12 and with framework bone
The edge for the protective slope structure 10 that frame unit 15 assembles, to form more complete reticular structure.
Wherein, frame 17 is set to tool space 153 jaggy, and with corresponding outer containment body 151 together by corresponding sky
Lattice 153 surround closed space 153, so that the edge and angle of netted protective slope structure 10 are complete matrix pattern or closed
Area's font structure, so that the netted protective slope structure 10 being cross-linked is more complete.
Please continue to refer to Fig. 2, when frame 17 is set to and surrounds space 153 jointly by two outer containment bodies 151, i.e. in Fig. 2
When the case where upper left corner, the quantity positioned at the frame 17 in space 153 is two, and 153 corresponding two, space outer containment body 151
Side and two frames 17 are sequentially connected end to end, and in other words, this surrounds two sides in tool space 153 jaggy and two frames
17 are sequentially connected end to end, respective one end connection of two frames 17, and two frames 17 and two the respective of outer containment body 151 are total on one side
With closed space 153 is surrounded, so that netted protective slope structure 10 is complete, and four of the skeleton unit 12 in the space 153
A end is connected to two frames 17 and corresponds to inner frame 152 with the side for surrounding space 153 for being connected to two outer containment bodies 151
On.
In addition, when frame 17 is set to and surrounds space 153 jointly by three outer containment bodies 151, i.e. the feelings of upper edge in Fig. 2
Condition, the quantity for being now placed in the frame 17 in space 153 is one, three outer containment bodies 151 corresponding to the space 153 while and while
Frame 17 is sequentially connected end to end, and seals tool space 153 jaggy, so that netted protective slope structure 10 is complete, and the space
Four ends of the skeleton unit 12 in 153 are connected on the corresponding inner frame 152 in three 151 sides of outer containment body and are connected to
Surround the frame 17 on another side in the space 153.
It should be noted that there is opposite bottom side 122 and lateral surface 123 on skeleton unit 12, in actual installation,
Skeleton unit 12 passes through the second anchor hole 121 by anchor pole, and is inserted into side slope, so that, the bottom side 122 of skeleton unit 12 is in side
Slope, lateral surface 123 are the top side of the protective slope structure 10 after installation.It is identical as skeleton unit 12, band framework skeleton unit 15
Inner frame 152 also there is opposite bottom side 122 and lateral surface 123, and in skeleton unit 12 and with framework skeleton unit 15
When connection installation, respective bottom side 122 is and side slope, respective lateral surface 123 are respectively positioned on top.
Above-mentioned frame 17 is connected to the end of skeleton unit 12, and the part of the close lateral surface 123 of the end and frame
17 connections, so as to there are certain intervals, so that skeleton unit 12 is in actual installation, with it between bottom side 122 and frame 17
There is certain distance between the frame 17 and side slope of connection, flow away convenient for rainwater along side slope, avoid rainwater accumulation in side slope.
Further, which protrudes from lateral surface 123, and in other words, the part of the frame 17 is located at lateral surface 123 1
Side is partially located at the other side of lateral surface 123, and remotely the part of side is higher than lateral surface 123 during installation, and such one
Come, so that forming step between the beam body part and frame 17 of skeleton unit 12, reduces soil erosion, further increase skeleton unit
12 solid-holding capacity.
When the side of outer containment body 151 and skeleton unit 12 support, outer containment body 151 is held on the end of skeleton unit 12
Close to the part of lateral surface 123, so as to there are certain intervals, in this way between the bottom side 122 and outer containment body 151 of skeleton unit 12
Skeleton unit 12 is allowed in actual installation, is had between its side slope corresponding with skeleton unit 12 of outer containment body 151 for supporting
There is certain distance, flow away convenient for rainwater along side slope, avoids rainwater accumulation in side slope.It should be noted that in skeleton unit 12
It is opened up on four ends by connection breach (figure is not marked), when skeleton unit 12 and outer containment body 151 or frame 17 support, outside
Containment body 151 or frame 17 are located in connection breach.
Likewise, outer containment body 151 is located at inner frame 152 close to lateral surface 123 when outer containment body 151 is connect with inner frame 152
Part so that between the bottom side 122 and outer containment body 151 of inner frame 152 have certain intervals, allow for inner frame in this way
152 in actual installation, has certain distance between outer containment body 151 connected to it side slope corresponding with inner frame 152, is convenient for
Rainwater flows away along side slope, avoids rainwater accumulation in side slope.
Also, outer containment body 151 protrudes from the lateral surface 123, and in other words, the part of the outer containment body 151 is located at lateral surface 123
Side is partially located at the other side of lateral surface 123, and remotely the part of side is higher than lateral surface 123 during installation, and such one
Come, so that forming step between the beam body part and outer containment body 151 of inner frame 152, reduce soil erosion, further increases band framework
The solid-holding capacity of skeleton unit 15.
Referring to Fig. 3, Fig. 3 is the structural schematic diagram of 10 part of protective slope structure provided in an embodiment of the present invention installation.In figure
Be sequentially connected from left to right band framework skeleton unit 15, skeleton unit 12, band framework skeleton unit 15 and skeleton unit 12,
Wherein, it is arranged to form evagination in angle between first band framework skeleton unit 15 and first skeleton unit 12, second band
It is arranged to form convex in angle between framework skeleton unit 15 and first skeleton unit 12, second band framework skeleton unit 15
It is parallel with second skeleton unit 12.
Wherein, the end of skeleton unit 12 is close to the part of bottom side 122 and the end of inner frame 152 close to bottom side
122 part is spaced, between second such as above-mentioned band framework skeleton unit 15 and first skeleton unit 12, Yi Ji
Between two band framework skeleton units 15 and second skeleton unit 12, so, 152 energy of skeleton unit 12 or inner frame
It is enough to be rotated around arc connector 19, so as to can have close to 152 end of inner frame of bottom side 122 and 12 end of skeleton unit
Space close to each other, so as to be capable of forming evagination between adjacent skeleton unit 12 and inner frame 152.
It is understood that during installation, the chock of the correspondingly-shaped of triangle can be used to be fastened in skeleton unit 12
End is close to the part of bottom side 122 and the end of inner frame 152 in interval between the part of bottom side 122, to keep
Angle stabilization between skeleton unit 12 and inner frame 152 improves the structural stability of protective slope structure 10,
Referring to Fig. 4, Fig. 4 is the structural schematic diagram of the skeleton unit 12 of protective slope structure 10 provided in an embodiment of the present invention.
The second drainage hole 124 is also provided on the skeleton unit 12, in order to which rainwater is flowed down along side slope, wherein this second
Drainage hole 124 is arranged close to bottom side 122, and to reduce the amount that rainwater stays in side slope, and the purpose that drainage hole is arranged is also to be
The water flow of slope surface is reduced, mitigates water flow to the purpose washed away of slope surface to realize.
Further, the second above-mentioned drainage hole 124 can also be elliptical aperture, and the focal length of the second drainage hole 124 is equal
It is arranged along the side of skeleton unit 12, in other words, the length direction and bottom side 122 of the second drainage hole 124 are substantially parallel, in this way
One so that the second drainage hole 124 can be closer to bottom side 122, and drainage speed is faster.In addition, second drainage hole
124 quantity can be arranged successively in the side in the beam body of skeleton unit 12 close to bottom side 122, multiple second to be multiple
Drainage hole 124 can also be distributed in two beam bodies of skeleton unit 12, and skeleton unit 12 is outside by the second anchor hole 121
The second drainage hole 124 is all had on four ends, to further increase the drainability of skeleton unit 12.
Referring to Fig. 5, Fig. 5 is the structure with framework skeleton unit 15 of protective slope structure 10 provided in an embodiment of the present invention
Schematic diagram.
The first drainage hole 1522 is also provided on the inner frame 152, for flowing down convenient for rainwater along side slope, wherein this
One drainage hole 1522 is arranged close to bottom side 122, to reduce the amount that rainwater stays in side slope.
The first above-mentioned drainage hole 1522 can also be elliptical aperture, and the focal length of the first drainage hole 1522 is along inner frame
152 bottom side 122 is arranged, and in other words, the length direction and bottom side 122 of the first drainage hole 1522 are substantially parallel, and such one
Come so that the first drainage hole 1522 can be closer to bottom side 122, and drainage speed is faster.In addition, first drainage hole
1522 quantity can be arranged successively in the side in the beam body of inner frame 152 close to bottom side 122, multiple first to be multiple
Drainage hole 1522 can also be distributed in two beam bodies of inner frame 152, and inner frame 152 is outside by the first anchor hole 1521
The first drainage hole 1522 is all had on four ends, to further increase the drainability of inner frame 152.
Further, sliding groove 1511 is also provided in outer containment body 151, the end of skeleton unit 12 is held in sliding groove
In 1511, skeleton unit 12 when rotating around arc connector 19, slide along sliding groove 1511 by 12 end of skeleton unit, with limitation
The rotation path of skeleton unit 12 increases the stability of protective slope structure 10.
The working principle of protective slope structure 10 provided in an embodiment of the present invention is:
Multiple band framework skeleton units 15 are arranged in multirow, also, multiple band framework skeleton units 15 in every row are successively
Compartment of terrain arrangement, between adjacent two rows band framework skeleton unit 15, in the band framework skeleton unit 15 and another row in a line
The staggered arrangement of band framework skeleton unit 15, and so on just organize webbed connection structure, closed space 153 is located at net
The middle part of shape connection structure, adjacent three outer containment body 151 positioned at reticular structure edge surround tool space jaggy
153, there are three the side of outer containment body 151, two outer containment bodies 151 positioned at the corner of reticular structure can also surround one to be had tool
The space 153 of notch, there are two the sides of outer containment body 151 for the space 153 tool, and multiple skeleton units 12 are respectively arranged at multiple skies
It in lattice 153, and is fixed in the space 153 by anchor pole, to form field word or lack the shape outside the character segment of field.
So, which can be by the scattered skeleton unit 12 of on-site assembly and with framework skeleton unit
15, it is cross-linked netted protective slope structure 10 to be formed, and cast-in-place situation lower bolt is avoided to cause sash biggish apart from larger
Situation, with install convenient, the characteristics of banketing conducive to firm compartment with slope plant growth.
In summary:
Protective slope structure 10 provided in an embodiment of the present invention, the protective slope structure 10 have install convenient, fill out conducive to firm compartment
The characteristics of soil and slope plant growth.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, in the absence of conflict, the feature in the above embodiments be can be combined with each other, and the present invention can also have respectively
Kind change and variation.All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should all wrap
Containing within protection scope of the present invention.Also, it should regard embodiment as exemplary, and be non-limiting, this hair
Bright range is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are included within the present invention.It should not treat any reference in the claims as involved by limitation
And claim.
Claims (10)
1. a kind of protective slope structure, which is characterized in that connect including multiple skeleton units, multiple band framework skeleton units and multiple arcs
Fitting；
The band framework skeleton unit includes integrally formed outer containment body and inner frame, and the outer containment body is quadrangle, described interior
Skeleton is located in the outer containment body, and its four ends are connected to four side of outer containment body, open in the middle part of the inner frame
Equipped with the first anchor hole, and for being passed through for anchor pole, to connect the inner frame and side slope；
The second anchor hole is offered in the middle part of the skeleton unit, and for passing through for anchor pole, with connecting framework unit and side slope；
Multiple band framework skeleton units are arranged in multirow, multiple band framework skeleton unit interval settings in each row,
And multiple band framework skeleton units in two adjacent rows are staggered, adjacent two periphery in adjacent rows
Body is connected by a respective angle；
Four ends of the skeleton unit offer the skeleton that axis is camber line and connect through-hole, four ends of the inner frame
Portion offers the framework that axis is camber line and connects through-hole, and multiple skeleton units are respectively arranged at by two, three and four
In the space that a outer containment body surrounds jointly, the adjacent skeleton unit and the inner frame pass through the arc connector
With the corresponding framework connect through-hole across corresponding skeleton connection through-hole and realizes and connect, and the skeleton unit or
The inner frame can be rotated around the arc connector.
2. protective slope structure according to claim 1, which is characterized in that the skeleton unit and the band framework skeleton unit
All have opposite bottom side and lateral surface；
The outer containment body is connected to the end of the inner frame close to the part of the lateral surface, and the end with the skeleton unit
The part close to the lateral surface in portion supports.
3. protective slope structure according to claim 2, which is characterized in that the end of the skeleton unit is close to the bottom side
Part and the inner frame end it is spaced close to the part of bottom side so that the skeleton unit or the in-seam
Frame can be rotated around the arc connector, so as to be capable of forming evagination between adjacent skeleton unit and the inner frame.
4. protective slope structure according to claim 3, which is characterized in that offer sliding groove, the bone in the outer containment body
The end of frame unit is held in the sliding groove, and the end of the skeleton unit can be along the sliding groove and around the arc
Connector rotation.
5. protective slope structure according to claim 2, which is characterized in that the skeleton unit offers the second drainage hole, and
Second drainage hole is arranged close to the bottom side.
6. protective slope structure according to claim 5, which is characterized in that second drainage hole be elliptical aperture, described second
The quantity of drainage hole is multiple, and the focal length of multiple second drainage holes is arranged along the side of the skeleton unit.
7. protective slope structure according to claim 2, which is characterized in that the outer containment body protrudes from the lateral surface.
8. protective slope structure according to claim 2, which is characterized in that the inner frame offers the first drainage hole, and institute
The first drainage hole is stated to be arranged along the bottom side.
9. protective slope structure according to claim 8, which is characterized in that first drainage hole be elliptical aperture, described first
The quantity of drainage hole is multiple, and the focal length of multiple first drainage holes is arranged along the side of the skeleton unit.
10. a kind of protective slope structure, which is characterized in that connected including multiple skeleton units, multiple band framework skeleton units and arc
Part；
The band framework skeleton unit includes outer containment body and inner frame, and the outer containment body is square, and four of the inner frame
End is connected to the middle part on four sides of the outer containment body, the first anchor hole is offered in the middle part of the inner frame, and for supplying
Anchor pole passes through, to connect the inner frame and side slope；
The second anchor hole is offered in the middle part of the skeleton unit, and for passing through for anchor pole, with connecting framework unit and side slope；
Multiple band framework skeleton units are arranged in multirow, multiple band framework skeleton unit interval settings in each row,
And multiple band framework skeleton units in two adjacent rows are staggered, adjacent two periphery in adjacent rows
Body is connected by a respective angle；
Four ends of the skeleton unit offer the skeleton that axis is camber line and connect through-hole, four ends of the inner frame
Portion offers the framework that axis is camber line and connects through-hole, and multiple skeleton units are respectively arranged at by two, three and four
In the space that a outer containment body surrounds jointly, the adjacent skeleton unit and the inner frame pass through the arc connector
With the corresponding framework connect through-hole across corresponding skeleton connection through-hole and realizes and connect, and the skeleton unit or
The inner frame can be rotated around the arc connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811256922.3A CN109098196A (en) | 2018-10-25 | 2018-10-25 | Protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811256922.3A CN109098196A (en) | 2018-10-25 | 2018-10-25 | Protective slope structure |
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| Publication Number | Publication Date |
|---|---|
| CN109098196A true CN109098196A (en) | 2018-12-28 |
Family
ID=64869656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811256922.3A Pending CN109098196A (en) | 2018-10-25 | 2018-10-25 | Protective slope structure |
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| CN (1) | CN109098196A (en) |
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| JPH02155608A (en) * | 1988-12-09 | 1990-06-14 | P C Fureemu:Kk | Method and outer contour frame for preparing pc frame |
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| CN203080473U (en) * | 2012-12-27 | 2013-07-24 | 上海勘测设计研究院 | Slope protection building block |
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| CN105604071A (en) * | 2016-02-29 | 2016-05-25 | 西安科技大学 | Loess slope vegetation planting guarantee PVC board structure system and construction method thereof |
| CN106087873A (en) * | 2016-05-05 | 2016-11-09 | 长江航道规划设计研究院 | Ecological revetment space network component |
| CN205776271U (en) * | 2016-05-24 | 2016-12-07 | 中泰国际高新技术有限公司 | A kind of slope protection device |
| CN206859235U (en) * | 2017-04-20 | 2018-01-09 | 深圳市路桥建设集团有限公司 | For the edge slope structure after the precast lattice beam of slope reinforcement and reinforcing |
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2018
- 2018-10-25 CN CN201811256922.3A patent/CN109098196A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02155608A (en) * | 1988-12-09 | 1990-06-14 | P C Fureemu:Kk | Method and outer contour frame for preparing pc frame |
| CN2124954U (en) * | 1992-06-15 | 1992-12-16 | 东北勘测设计院科学研究所 | Assembly hinge performed block for slope revetment |
| CN203080473U (en) * | 2012-12-27 | 2013-07-24 | 上海勘测设计研究院 | Slope protection building block |
| CN203701108U (en) * | 2013-11-20 | 2014-07-09 | 南通河海大学海洋与近海工程研究院 | Rotatable button-type ecologic slope protection component |
| CN105604071A (en) * | 2016-02-29 | 2016-05-25 | 西安科技大学 | Loess slope vegetation planting guarantee PVC board structure system and construction method thereof |
| CN106087873A (en) * | 2016-05-05 | 2016-11-09 | 长江航道规划设计研究院 | Ecological revetment space network component |
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| CN206859235U (en) * | 2017-04-20 | 2018-01-09 | 深圳市路桥建设集团有限公司 | For the edge slope structure after the precast lattice beam of slope reinforcement and reinforcing |
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