CN108677974A - The slope protective device that architectural engineering is used for - Google Patents
The slope protective device that architectural engineering is used for Download PDFInfo
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- CN108677974A CN108677974A CN201810641596.1A CN201810641596A CN108677974A CN 108677974 A CN108677974 A CN 108677974A CN 201810641596 A CN201810641596 A CN 201810641596A CN 108677974 A CN108677974 A CN 108677974A
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- China
- Prior art keywords
- substrate
- spring leaf
- mounting hole
- wall
- intubation
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Classifications
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- 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
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- 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
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The slope protective device that the present invention discloses a kind of novel in structural design, architectural engineering easy to use, being easily assembled to is used for, it includes the Slope protection plate being attached on foundation pit inner wall, through Slope protection plate and is inserted in the fixation kit of pars intramuralis in foundation pit, and the Slope protection plate is fixed on by fixation kit on foundation pit inner wall.
Description
Technical field
The present invention relates to foundation pit protection technology field more particularly to a kind of slope protective devices that architectural engineering is used for.
Background technology
In the prior art, in the excavation supporting for carrying out foundation pit, the design of pattern foundation pit supporting structure directly influence the quality of engineering,
Safety, efficiency and cost.And existing support system is mainly cast-in-situ steel reinforced concrete support and bracing members, cast in place reinforced bar coagulation
Native support stiffness is high, deformation is small, safe and reliable, but its major defect is that construction period length, dismounting difficulty, material can not be multiple
It reuses.And bracing members have detachable, repeatable the advantages of utilizing after installation, the development side of complying with standard and mechanization
To although the larger defect there is also rigidity compared with little Yi unstabilitys of bracing members intensity, due to the easy unstability of bracing members, in the branch of foundation pit
It is frequently used for excavating shape in shield into narrow and strip stake foundation pit, the mode of another steel pipe bearing diagonal is:It is complete first
At going along with sb. to guard him for support pile, then slope is excavated on the inside of foundation pit, building outside slope sideline of constructing when being excavated to bottom of foundation ditch
Main body is built, steel pipe diagonal brace bearing is done at bottom plate after the completion of floor structure, then steel pipe diagonal brace is installed, finally excavates diagonal brace position
Earthen platform reserved when slope is put, which is also applied for the shallow foundation pit of cutting depth, and since the pedestal of steel pipe support is being built
It on the bottom plate of building structure, results in that the construction period is long, the position of building bottom plate can be driven when foundation pit side-wall bears larger soil pressure
It moves.
Invention content
It is an object of the invention to overcome the deficiencies in the prior art, adapt to reality and need, provide a kind of novel in structural design,
The slope protective device that architectural engineering that is easy to use, being easily assembled to is used for.
In order to achieve the object of the present invention, the technical solution adopted in the present invention is:
A kind of slope protective device that architectural engineering is used for is designed, it includes the Slope protection plate being attached on foundation pit inner wall, through shield
Ramp and the fixation kit for being inserted in pars intramuralis in foundation pit, the Slope protection plate are fixed on by fixation kit on foundation pit inner wall;
The fixation kit includes the perforation being opened on Slope protection plate, is coaxially disposed with perforation and is fixed in perforation outboard end
Fixing nut, further include an intubation, the front end of the intubation is pointed, is hollow structure in intubation, and tail end be equipped with it is interior
The socket of the hollow connection in portion;The tail end of intubation is equipped with a fixing pipe, and fixing pipe is coaxially disposed with intubation, outside the lower end of fixing pipe
Wall is equipped with external screw thread, and the upper end outer wall of fixing pipe is in positive hexagonal prism shape, and the inner wall of fixing pipe is equipped with internal thread;
The fixing pipe side wall is equipped at least two each perforated tapes, is respectively equipped with a spring leaf in each perforated tape, under spring leaf
End is fixedly connected with the lower end inner wall of perforated tape, and the upper end of spring leaf is inserted in the intubation in perforated tape upper end, the spring leaf
The arcuation to arch upward in middle part, and the position arched upward in the middle part of spring leaf can be protruding to perforated outer by perforated tape;The spring leaf
Lateral wall be equipped with several burs;
Further include cylindrical pushing block, is equipped with interior hexagonal shrinkage pool in the tail end of the pushing block, the side wall of the pushing block is equipped with
Screw thread, the pushing block are set in fixing pipe and are connect with fixing pipe inner thread, and the end of the pushing block is against spring leaf
End, when the pushing block is promoted into intubation, the pushing block push the spring piece compression promotes to arch upward and lead in the middle part of spring leaf
It is external to cross perforated tape protrusion intubation.
Further include the push rod being connect with pushing block, the push rod is located in intubation, and the push rod is equipped with limited block, the limit
Position block is located at the position in the middle part of spring leaf and inside the enclosed region of spring leaf.
The limited block is in ellipticity or spherical.
It is equipped with the spherical groove being recessed inwardly with the end of the pushing block of the spring leaf contact position, the end of spring leaf is against
Inside of spherical groove.
The bur is obliquely installed, and the end of the bur is tilted to the direction of fixing pipe.
The perforated tape is symmetrical arranged.
The Slope protection plate is spliced by least two substrates;The fixation kit is set on substrate;The substrate
Upper end is equipped at least one arranges the first mounting hole group by two through-holes are constituted;The lower end of the substrate is equipped with a connecting plate, described
For connecting plate with the substrate with width, the connecting plate is fixed on the side wall of substrate lower end and extends to the outside of substrate, and
The lower end of the substrate constitutes step-like with the connecting plate;The connecting plate be equipped with in the first mounting hole group
The one-to-one second mounting hole group of through-hole;
Two substrates of neighbouring setting are connected by connecting plate, and when connection, the connecting plate being located above on substrate is pressed in down
The top of square substrate, and the top of lower substrate is against at the step of upper substrate lower part, at this point, on upper substrate upper junction plate
The second mounting hole group and lower substrate top on the first mounting hole group on through-hole correspond, first after one-to-one correspondence is solid
Determine to be inserted with fixed pin bar in the through-hole in hole group and the second mounting hole group.
The inner wall of the substrate is equipped at least one plus resistance item, and described plus resistance item is laterally arranged, and described plus resistance item
The rectangular triangle in section adds the right-angle side of resistance item to be located at lower section.
Further include upper guard board, the end of the upper guard board is hinged with a plate, and the section of the plate is in inverted U-shape, is inserted
Plate is equipped with is inserted in position with the one-to-one mounting hole of through-hole in the first mounting hole group, the plate by internal U-lag
In the end of the top substrate, at this point, through-hole in the first mounting hole group is corresponded with the mounting hole, and described the
It is inserted with fixing axle in through-hole and the mounting hole in one mounting hole group.
The lower wall of the upper guard board is equipped at least two stringer boards, and the lower end of the stringer board is blade-like.
The left end of the upper guard board is equipped with the first table top, and the right-hand end of the upper guard board is equipped with inverted and with the
Matched second table top of one table top, two adjacent upper guard boards of left and right are connected by the first table top and the second table top, at this point, being located at
The second table top on the upper guard board right part of left side is pressed on the first table top on the upper guard board left part of right side.
Same substrate is fixed by least one fixation kit.
The beneficial effects of the present invention are:
The use of the present apparatus can meet different complex geological conditions, and easy for assemble or unload, the repeatable utilization of material simultaneously,
Meanwhile the use of the present apparatus can meet supporting requirement of the adjacent perimeter region there are building, and save in use
The requirement of existing steel pipe bearing diagonal, can greatly increase the area of bottom of foundation ditch, and advantage is provided for bottom of foundation ditch construction,
Furthermore the present apparatus uses the design of fixation kit structure, can solve the problems, such as existing support system unstability, phase significantly in use
For traditional supporting construction, the design can guarantee the stabilization and safety of support system.
Description of the drawings
Fig. 1 is the use state primary structure schematic diagram of the present invention;
Fig. 2 is the upper guard board primary structure schematic diagram in the present invention;
Fig. 3 is the single substrate primary structure schematic diagram in the present invention;
The structural schematic diagram after substrate and upper guard board combination in this present invention of Fig. 4;
Fig. 5 is the single substrate back structures schematic diagram in the present invention;
Fig. 6 is the portions A enlarged structure schematic diagram in Fig. 5;
Fig. 7 is the fixation kit profile status structural schematic diagram in the present invention;
Fig. 8 is the fixation kit primary structure schematic diagram in the present invention;
Fig. 9 is the pushing block cross section structure schematic diagram in the present invention;
Figure 10 is the spring leaf partial side status architecture schematic diagram in the present invention;
Figure 11 is the fixation kit use state cross section structure schematic diagram in the present invention.
Specific implementation mode
Present invention will be further explained below with reference to the attached drawings and examples:
Embodiment 1:A kind of slope protective device that architectural engineering is used for, referring to Fig. 1 to Figure 11.
First, referring to Fig. 1,3-6;It includes the Slope protection plate 100 being attached on foundation pit inner wall, through Slope protection plate 100 and is inserted
The fixation kit 200 of pars intramuralis, the Slope protection plate 100 are fixed on by fixation kit 200 on foundation pit inner wall in foundation pit.
Specifically, participating in Fig. 1,3-6;The Slope protection plate 100 is spliced by least two substrates 101;Described fixed group
Part is set on substrate 101, and same substrate 101 is fixed by least one fixation kit;The upper end of the substrate 101 is equipped with extremely
It is few one to arrange the first mounting hole group by two through-holes 102 are constituted;The lower end of the substrate 101 is equipped with a connecting plate 103, the company
With the substrate 101 with width, the connecting plate 103 is fixed on the side wall of substrate lower end and extends to substrate 101 fishplate bar 103
Outside, and the lower end of the substrate 101 constituted with the connecting plate 103 it is step-like;Meanwhile the connecting plate be equipped with
The one-to-one second mounting hole group of through-hole in the first mounting hole group 104.
In connection, two substrates 101 of neighbouring setting are connected upper and lower two substrates by connecting plate 103, specifically
, when connection, the connecting plate 103 being located above on substrate 101 is pressed in the top of lower substrate, and the top of lower substrate is against
At the step of upper substrate lower part, at this point, in the second mounting hole group 104 and lower substrate top on upper substrate upper junction plate
The first mounting hole group on through-hole correspond, in the through-hole in the first mounting hole group and the second mounting hole group after one-to-one correspondence
It is inserted with fixed pin rod, is fixedly connected on two substrates together by fixed pin rod.
Further, the design is equipped at least one plus resistance item 107 also on the madial wall of the substrate 101, described to add
The laterally setting of item 107, and described plus resistance item 107 the rectangular triangle in section are hindered, adds the right-angle side of resistance item to be located at lower section, in this way
When on the soil layer that substrate is pressed in foundation pit inner wall, a plurality of plus resistance item 107 can be pressed against in soil layer, in this way by adding resistance item to adopt
The right-angle side of lower section(Shown in Fig. 6)Increasing resistance when substrate moves down, this design may insure that substrate is attached on foundation pit inner wall,
Substrate is avoided to move down.
Further, the design it further include upper guard board 300, the end of the upper guard board plate body 301 passes through articulated shaft 304
It is hinged with a plate 302, the section of the plate 302 is in inverted U-shape, and plate 302 is equipped with and leading in the first mounting hole group
102 one-to-one mounting hole 305 of hole, the plate 302 are inserted in by internal U-lag 304 positioned at the top substrate 101
End, at this point, the through-hole 102 in the first mounting hole group is corresponded with the mounting hole 305, and first mounting hole
It is inserted with fixing axle in through-hole and the mounting hole 305 in group, upper guard board and substrate can be attached by fixing axle in this way.
Further, the design is equipped at least two stringer boards 306, institute also in the lower wall of the upper guard board plate body 301
State stringer board 306 lower end be blade-like, in this way when upper guard board is placed in foundation pit top surface, stringer board can be pressed against ground with
Under, by upper guard board can prevent foundation pit top edge collapse and rainwater washes away top edge.
Further, the design also the left end of the upper guard board plate body 301 be equipped with the first table top 307, it is described on
The right-hand end of backplate be equipped with it is inverted and with matched second table top 308 of the first table top, the second table top 308 is to upper guard board plate body
It is external extend, two adjacent upper guard boards of left and right are connected by the first table top and 307 second table tops 308, at this point, being located at left side
The second table top on upper guard board right part is pressed on the first table top on the upper guard board left part of right side, such left and right settings
Two upper guard boards can realize overlap joint, prevent the gap occurred when the two upper guard board connections in left and right.
Similarly, according to the connection relation of two upper guard boards in above-mentioned left and right, the design equally can be in the left and right sides of substrate
A table top is respectively set, in this way when controlling two substrate connections being disposed adjacent, again may be by the table top and realize nothing
Seam connection prevents the gap occurred between two substrates in left and right.
Specifically, referring to Fig. 3,5,7-10, the fixation kit 200 includes the perforation being opened on substrate and perforation 106
The fixing nut 105 for being coaxially disposed and being fixed in perforation outboard end, further includes an intubation 201, the front end of the intubation 201
It is pointed, is hollow structure in intubation 201, and tail end is equipped with the socket being connected to inner hollow;It is set on the tail end socket of intubation
There are a fixing pipe 204, fixing pipe 204 to be equipped with external screw thread 205 with 201 coaxial arrangement of intubation, the lower end outer wall of fixing pipe 204,
The upper end outer wall 206 of fixing pipe is in positive hexagonal prism shape, and the inner wall of fixing pipe 204 is equipped with internal thread.
Specifically, 204 side wall of the fixing pipe is equipped at least two each perforated tapes 203, it is respectively equipped in each perforated tape 203
One spring leaf 207, the lower end of spring leaf 207 are fixedly connected with the lower end inner wall of perforated tape, and the upper end of spring leaf 207 is inserted in perforation
With in the intubation in upper end, the spring leaf 207 is in the arcuation that middle part is arched upward, and the position arched upward in the middle part of spring leaf can be by wearing
Pore area is protruding to perforated outer;The lateral wall of the spring leaf 207 is equipped with several burs 214, and the tip of bur 214 is to inserting
The tail end direction of pipe(Fixing pipe direction)It tilts.
Further, it further includes cylindrical pushing block 210, and interior hexagonal shrinkage pool is equipped in the tail end of the pushing block 210
211, the side wall of the pushing block is equipped with screw thread, and the pushing block is set in fixing pipe and is connect with fixing pipe inner thread, with
The end of the pushing block 210 of 207 contact position of the spring leaf is equipped with the spherical groove 213 being recessed inwardly, and the end of spring leaf is against
Inside of spherical groove, the end that spring leaf is can avoid by the spherical groove 213 is jumped out out of this spherical groove 213, prior
When can avoid the end of spring leaf 207 and be clipped in the gap between pushing block and fixed inside pipe wall and cause that pushing block is stuck, it is difficult to promote
The problem of occur.When the pushing block is promoted into intubation, the pushing block push the spring piece compression promotes the middle part of spring leaf to encircle
It rises and intubation outside is protruded by perforated tape.
Further, it further includes the push rod 208 being connect with pushing block 210, and the push rod 208 is located in intubation, described to push away
Bar is equipped with limited block 209, and the limited block 209 is located at the position in the middle part of spring leaf and inside the enclosed region of spring leaf,
Meanwhile the limited block is in ellipticity or spherical, can prevent the middle part of spring leaf from excessively inwardly bouncing back by the limited block 209 existing
As occurring(Because spring leaf has elasticity, when the portion that arches upward in the middle part of spring leaf is excessively caused in the middle part of spring leaf to cannula interior bending
After position negative direction is bent to cannula interior, when pushing block push the spring piece end, the middle part of spring leaf will arch upward to cannula interior,
At this point, spring leaf warp cannot be jacked up out of intubation, the due effect of spring leaf is just lost at this time, and when spring leaf has excessively
When aduncate trend, the middle part of spring leaf can be against on this limited block to prevent the generation of above-mentioned phenomenon).
The present apparatus when in use, first to the installation of Slope protection plate, when installation according to sequence from the bottom to top, from right to left according to
Secondary installation first installs the single substrate positioned at the bottom, when installation, by substrate pressing on foundation pit inner wall, then
By the intubation on fixation kit across fixing nut and perforation(Cannula diameter is less than fixing nut and penetration hole diameter)After be inserted in base
It cheats on inner wall(Pushing block is located in fixing pipe at this time), then tapping fixing pipe will be intubated on embedded foundation pit inner wall, when intubation tail end
Fixing pipe and fixing nut when contacting, stop tapping, then fixing pipe be threaded in fixing nut using spanner, lead to
The connection for crossing fixing pipe and fixing nut is realized intubation with substantially into being fixedly connected, and then, is pushed away by allen wrench rotation
Block pushes pushing block to extreme direction before intubation, and when pushing block is pushed ahead, the top of pushing block withstands on spring leaf end and to spring leaf
Apply thrust, at this point, arched part is jacked up out of perforated tape 203 and is against in soil layer in the middle part of spring leaf, at this time on spring leaf
The close contact of bur realization and soil layer, the in this way bur by spring leaf and thereon simultaneously can be achieved with the cooperation of intubation to that will insert
Pipe is firmly fixed in soil layer, and substrate so can be firmly fixed on to foundation pit surface.
Then installation base plate again upwards, when installation, the two mounting hole groups 104 on connecting plate in upper substrate and lower section
Through-hole corresponds in the first mounting hole group on substrate top, the first mounting hole group and the second mounting hole group after one-to-one correspondence
It is inserted with fixed pin bar in interior through-hole, is fixedly connected on two substrates together by fixed pin rod, then according to above-mentioned first
The mounting means of block substrate installs fixation kit.It repeats the above steps and installs substrate to base successively by the bottom of foundation pit
Hole top.
Then to the installation of upper guard board, when installation, the plate 302 is inserted in by internal U-lag 304 positioned at the top
The end of substrate 101, at this point, the through-hole 102 in the first mounting hole group is corresponded with the mounting hole 305, and it is described
It is inserted with fixing axle in through-hole and the mounting hole 305 in first mounting hole group, it in this way can be by upper guard board and base by fixing axle
Plate is attached, and is then downwardly applied to pressure to upper guard board, and stringer board is promoted to be pressed against below ground, in this way can by upper guard board
Prevent foundation pit top edge collapse and rainwater washes away top edge.
The installation by bottom to top to foundation pit can so be completed.
What the embodiment of the present invention was announced is preferred embodiment, and however, it is not limited to this, the ordinary skill people of this field
Member understands the spirit of the present invention easily according to above-described embodiment, and makes different amplification and variation, but as long as not departing from this
The spirit of invention, all within the scope of the present invention.
Claims (10)
1. a kind of slope protective device that architectural engineering is used for, it is characterised in that:It includes the bank protection being attached on foundation pit inner wall
Plate through Slope protection plate and is inserted in the fixation kit of pars intramuralis in foundation pit, and the Slope protection plate is fixed on by fixation kit in foundation pit
On wall;
The fixation kit includes the perforation being opened on Slope protection plate, is coaxially disposed with perforation and is fixed in perforation outboard end
Fixing nut, further include an intubation, the front end of the intubation is pointed, is hollow structure in intubation, and tail end be equipped with it is interior
The socket of the hollow connection in portion;The tail end of intubation is equipped with a fixing pipe, and fixing pipe is coaxially disposed with intubation, outside the lower end of fixing pipe
Wall is equipped with external screw thread, and the upper end outer wall of fixing pipe is in positive hexagonal prism shape, and the inner wall of fixing pipe is equipped with internal thread;
The fixing pipe side wall is equipped at least two each perforated tapes, is respectively equipped with a spring leaf in each perforated tape, under spring leaf
End is fixedly connected with the lower end inner wall of perforated tape, and the upper end of spring leaf is inserted in the intubation in perforated tape upper end, the spring leaf
The arcuation to arch upward in middle part, and the position arched upward in the middle part of spring leaf can be protruding to perforated outer by perforated tape;
The lateral wall of the spring leaf is equipped with several burs;
Further include cylindrical pushing block, is equipped with interior hexagonal shrinkage pool in the tail end of the pushing block, the side wall of the pushing block is equipped with
Screw thread, the pushing block are set in fixing pipe and are connect with fixing pipe inner thread, and the end of the pushing block is against spring leaf
End, when the pushing block is promoted into intubation, the pushing block push the spring piece compression promotes to arch upward and lead in the middle part of spring leaf
It is external to cross perforated tape protrusion intubation.
2. the slope protective device that architectural engineering as described in claim 1 is used for, it is characterised in that:Further include being connect with pushing block
Push rod, the push rod is located in intubation, and the push rod is equipped with limited block, and the limited block is located at the position in the middle part of spring leaf
And inside the enclosed region of spring leaf.
3. the slope protective device that architectural engineering as claimed in claim 2 is used for, it is characterised in that:The limited block is in ellipse
Shape is spherical;The perforated tape is symmetrical arranged.
4. the slope protective device that architectural engineering as claimed in claim 3 is used for, it is characterised in that:It is contacted with the spring leaf
The end of the pushing block at place is equipped with the spherical groove being recessed inwardly, and the end of spring leaf is against inside of spherical groove;The bur tilts
Setting, and the end of the bur is tilted to the direction of fixing pipe.
5. the slope protective device that architectural engineering as claimed in claim 4 is used for, it is characterised in that:The Slope protection plate is by least
Two substrates are spliced;The fixation kit is set on substrate;The upper end of the substrate is equipped at least by two through-hole structures
At one arrange the first mounting hole group;The lower end of the substrate is equipped with a connecting plate, and the connecting plate is same wide with the substrate, described
Connecting plate is fixed on the side wall of substrate lower end and extends to the outside of substrate, and the lower end of the substrate and the connection
Plate constitutes step-like;The connecting plate is equipped with and one-to-one second mounting hole of through-hole in the first mounting hole group
Group;
Two substrates of neighbouring setting are connected by connecting plate, and when connection, the connecting plate being located above on substrate is pressed in down
The top of square substrate, and the top of lower substrate is against at the step of upper substrate lower part, at this point, on upper substrate upper junction plate
The second mounting hole group and lower substrate top on the first mounting hole group on through-hole correspond, first after one-to-one correspondence is solid
Determine to be inserted with fixed pin bar in the through-hole in hole group and the second mounting hole group.
6. the slope protective device that architectural engineering as claimed in claim 5 is used for, it is characterised in that:On the inner wall of the substrate
Laterally it is arranged equipped at least one plus resistance item, described plus resistance item, and described plus resistance item the rectangular triangle in section, adds resistance item
Right-angle side is located at lower section.
7. the slope protective device that architectural engineering as claimed in claim 5 is used for, it is characterised in that:Further include upper guard board, institute
The end for stating upper guard board is hinged with a plate, and the section of the plate is in inverted U-shape, plate be equipped with in the first mounting hole group
The one-to-one mounting hole of through-hole, the plate is inserted in by internal U-lag positioned at the end of the top substrate, at this point,
Through-hole in the first mounting hole group is corresponded with the mounting hole, and the through-hole in the first mounting hole group with it is described
Fixing axle is inserted in mounting hole.
8. the slope protective device that architectural engineering as claimed in claim 7 is used for, it is characterised in that:The downside of the upper guard board
Wall is equipped at least two stringer boards, and the lower end of the stringer board is blade-like.
9. the slope protective device that architectural engineering as claimed in claim 7 is used for, it is characterised in that:The left side of the upper guard board
End is equipped with the first table top, the right-hand end of the upper guard board be equipped with it is inverted and with matched second table top of the first table top, it is left
Right two adjacent upper guard boards are connected by the first table top and the second table top, at this point, the on the upper guard board right part of left side
Two table tops are pressed on the first table top on the upper guard board left part of right side.
10. the slope protective device that architectural engineering as claimed in claim 5 is used for, it is characterised in that:Same substrate passes through extremely
A few fixation kit is fixed.
Priority Applications (1)
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CN201810641596.1A CN108677974B (en) | 2018-06-21 | 2018-06-21 | Slope protection device for constructional engineering |
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CN201810641596.1A CN108677974B (en) | 2018-06-21 | 2018-06-21 | Slope protection device for constructional engineering |
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CN108677974B CN108677974B (en) | 2023-07-25 |
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CN201810641596.1A Active CN108677974B (en) | 2018-06-21 | 2018-06-21 | Slope protection device for constructional engineering |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction and reinforcement means |
CN112376575A (en) * | 2020-11-07 | 2021-02-19 | 长沙理工大学 | Slope supporting structure for excavation of pier foundation pit of steep slope section |
CN113373973A (en) * | 2021-01-13 | 2021-09-10 | 贵州智华建设工程有限责任公司 | U type groove cutting integrated configuration retaining wall |
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