CN107326915A - One kind building municipal works slope reinforcement device - Google Patents
One kind building municipal works slope reinforcement device Download PDFInfo
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- CN107326915A CN107326915A CN201710591505.3A CN201710591505A CN107326915A CN 107326915 A CN107326915 A CN 107326915A CN 201710591505 A CN201710591505 A CN 201710591505A CN 107326915 A CN107326915 A CN 107326915A
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- head
- anchor
- reinforcement
- power
- dowel bar
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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
-
- 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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- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Piles And Underground Anchors (AREA)
Abstract
Municipal works slope reinforcement device, including the concrete frame protective plate and overcoat being arranged on domatic are built the invention provides one kind；Some void regions are opened on protective plate is used for the plantation of green plants, and overcoat is non-woven fabrics overcoat, and overcoat is arranged on the surface of protective plate, and protective plate is fixed in side slope by anchor pole, and anchor pole includes dowel bar, strengthens head and power gib head；Dowel bar top is fixedly connected with reinforcement head, strengthens head both sides and is welded with some power gib heads；Dowel bar is made up of steel strand wires.The present invention is optimized to anchor structure, is allowed to be more suitable for shallow-layer to fix.Power gib head oblique weld is on head is strengthened, power gib head is respectively welded at the both sides for strengthening head by opposite direction, by being obliquely installed, angle of inclination is 30 45 degree, be conducive to strengthening the prestressing force applied on dowel bar, make capable gib head is stronger to be hooked in inside side slope, with outstanding extraction-resistant behavior.
Description
Technical field
The present invention relates to reinforcing side slope technique field, more particularly to a kind of building municipal works slope reinforcement device.
Background technology
The landslide of side slope, the factor such as break away, cave in are the major casualty sexual factors of slope failure, build public affairs at home at present
Geotechnical slope is largely reinforced using anchorage technology in the engineering practices such as road, railway, foundation ditch, opencut, anchorage technology is used
Anchor pole be usually a linear pattern dowel, it haves the shortcomings that side slope discontinuity, slope protection are poor after reinforcing side slope,
The reinforcing of rock side slope is generally by two ways, and one kind is that superficial is reinforced, and one kind is deep-layer reinforcing, and wherein top layer is fixed and mainly adopted
Mode has extension protection network, pneumatically placed concrete, anchor pole, sash beam etc., and the major way of deep-layer reinforcing is anchor cable, pacifies for side slope
The complete higher side slope consolidation projects of class requirement are, it is necessary to solve superficial stabilization and deep stability or the two kinds of fixations of side slope simultaneously
Mode is alternately.It is difficult to solve problems by processing mode of the prior art.
Such as Chinese patent CN205875181U discloses a kind of slope reinforcement protector, including toe barricade and setting
In domatic concrete frame, the concrete frame bottom is connected with the toe barricade, in addition to prestress anchorage cable, described
Prestress anchorage cable is arranged on the concrete frame, in addition to hog frame, and the hog frame is connected to each of mixed mud framework
Between individual intersection point, the intersection point of the hog frame is provided with culture hole, and the culture hole is provided with air bag, and the air bag is provided with unidirectional
Being planted on valve, the culture hole has trees.The technical scheme is emphasis deep-layer reinforcing, it is impossible to while or replace have the steady of superficial
It is fixed fixed so that with certain limitation when using.
Such as Chinese patent 201620304351.6 discloses a kind of side slope surface bracing means, including side slope, side slope again
Surface spray furnace layer simultaneously leaves some greening holes, in addition to the liquid-supplying system being made up of some sumps and some water-distributing wells,
Each water-distributing well is uniformly arranged in the soil body of side slope and connected each other, each sump be arranged on screed and with each point of water
Well mutually directly or indirectly connection.It is anti-solid that the technical scheme carries out side slope by certain surface treatment, but later maintenance and whole
That controls is costly.
The content of the invention
Can not be while the superficial for solving side slope be stablized and deep stability present in prior art to overcome, and the later stage ties up
Shield and regulation it is costly the problem of, the invention provides one kind build municipal works slope reinforcement device.
The technical solution adopted by the present invention is：One kind building municipal works slope reinforcement device, including be arranged at domatic
On concrete frame protective plate and overcoat；Some void regions are opened on the protective plate is used for the kind of green plants
Plant, the overcoat is non-woven fabrics overcoat, and overcoat is arranged on the surface of protective plate, and its innovative point is：The protection
Plate is fixed in side slope by anchor pole, and the anchor pole includes dowel bar, strengthens head and power gib head；The dowel bar top is fixed
Connection reinforcement head, the reinforcement head both sides are welded with some power gib heads；The dowel bar is made up of steel strand wires.
In some embodiments, the power gib head oblique weld is on head is strengthened, and the power gib head passes through opposite
Direction is respectively welded at the both sides for strengthening head, and angle of inclination is 30-45 degree.
In some embodiments, the power gib head includes power bar and eave tile, and the power bar includes bending part and level
Part, bending part be welded on reinforcement head on, horizontal component end welding eave tile, bending part and horizontal component one into
Type；The perpendicular shape of eave tile is fixed on horizontal component end, and the eave tile is right angled triangle eave tile.
In some embodiments, the reinforcement head is asymmetrical " work " type structure, and " work " type strengthens head
That side for being connected to dowel bar is short-leg structure, and opposite side is long leg structure.
In some embodiments, the anchor pole also includes extension adjustment device and expansion link, the extension adjustment device
Installed in the head position for strengthening head, through hole is provided with the middle part of the reinforcement head, the inside of the dowel bar sets one
Long straight cavity, the expansion link is arranged on the cavity of dowel bar, and connects extension adjustment device through the through hole for strengthening head.
In some embodiments, the length of the expansion link is more than dowel bar and strengthens the summation after head connection, institute
Stating expansion link can move freely in the cavity of dowel bar and the through hole of reinforcement head.
In some embodiments, the extension adjustment device includes set casing and flexible anchor, and the set casing is welded on
Strengthen the both side surface of head, the flexible anchor is arranged in set casing；The set casing is two fixtures being correspondingly arranged,
The fixture is shaped as ' 7 ' types, and ' 7 ' the type fixture is lain on one's side is welded on the both side surface of bracing piece overhead.
In some embodiments, the overall structure of the flexible anchor is T-shape structure, including horizontal anchor and perpendicular anchor, horizontal anchor
With the connection of perpendicular anchor, the T-shape structure is laterally set, i.e. the horizontal anchor is Collapsible structure, and horizontal be anchored on strengthens head
End；The perpendicular anchor is connected on horizontal anchor, and it is Collapsible structure to erect anchor；The expansion link passes through horizontal anchor and perpendicular anchor, is fixed on perpendicular
The head of anchor is inner.
In some embodiments, in addition to protective cover, the protective cover is arranged on outside extension adjustment device, and realization is stretched
The protection of contracting adjusting means, the protective cover includes containment vessel body, and the containment vessel body is connected with expansion link, the protection
The width of shell body is consistent with the width of set casing, and projection is provided with the containment vessel, and the raised size and " 7 " type are solid
The depressed area for determining shell matches, and realization is fixed.
In some embodiments, the containment vessel bodies top is to be also set up on arcuate structure, the containment vessel body
There are two lugs, the setting direction of described two lugs is on the contrary, the lug and this body by integral forming of containment vessel.
Compared with prior art, the beneficial effects of the invention are as follows：
（1）Slope reinforcement device of the present invention, is optimized to anchor structure, is allowed to be more suitable for shallow-layer to fix.Specifically, institute
Power gib head oblique weld is stated on head is strengthened, the power gib head is respectively welded at by opposite direction strengthens the two of head
Side, angle of inclination is 30-45 degree.By being obliquely installed, angle of inclination is 30-45 degree, is conducive to strengthening what is on dowel bar applied
Prestressing force so that power gib head is stronger to be hooked in inside side slope, with outstanding extraction-resistant behavior.
（2）Slope reinforcement device of the present invention, the structure of power gib head, which is improved, has obvious performance advantage, first, and power bar leads to
Two parts composition is crossed, bending part determines power gib head and the angle of inclination strengthened between head is on 30-45 degree, enhancing dowel bar
The prestressed hook lock power for not interfering with the eave tile of vertical configuration fixation simultaneously applied, it is well known that the resistance to plucking energy vertically caught on
Power is most strong, is conducive to the fixation of side slope.
（3）Slope reinforcement device of the present invention, the main function for strengthening head is needed inside vertical drilling side slope, is realized solid
Fixed, side slope strengthens the structure of head primary concern is that when reinforcement head is inserted perpendicularly into, can form two insertion points, two are inserted
Two reinforcement points of access point formation, are separately fixed inside side slope, change the defect of only one of which fixing point in the prior art, have
Beneficial to the fixation of side slope.
（4）Slope reinforcement device of the present invention, in addition to extension adjustment device and expansion link, extension adjustment device, which is realized, to be carried out
Constant depth is shallower when shallow-layer is fixed, and carries out constant depth during deep layer fixation and deepens.
（5）Slope reinforcement device of the present invention, set casing is two fixtures for being correspondingly arranged, and the fixture is shaped as
' 7 ' types, ' 7 ' the type fixture is lain on one's side respectively is welded on the both side surface of bracing piece overhead.' 7 ' types lain on one's side have one to
The groove of sunken inside, can be placed in a groove when flexible anchor is tightened.
（6）Slope reinforcement device of the present invention, in addition to protective cover, the protective cover are arranged on outside extension adjustment device,
On the one hand the protection of extension adjustment device is realized, on the other hand further reinforcement effect can be also played.
Brief description of the drawings
Fig. 1 is slope reinforcement device overall structure diagram of the present invention；
Fig. 2 is the anchor structure schematic diagram in a kind of embodiment of slope reinforcement device of the present invention；
Fig. 3 is that the anchor pole in another embodiment of the present invention is used for structural representation when side slope deep layer is fixed；
Fig. 4 is that anchor pole is used for structural representation when side slope superficial is fixed in another embodiment of the present invention；
Fig. 5 is that present invention increase has protective case to be used for anchor structure schematic diagram when side slope deep layer is fixed；
Fig. 6 is that present invention increase has protective case to be used for structural representation when side slope superficial is fixed.
Embodiment
Below in conjunction with drawings and examples, the present invention will be described in further detail.It should be appreciated that described herein
Specific embodiment only to explain the present invention, is not intended to limit the present invention.
Municipal works slope reinforcement device is built the present invention discloses one kind, as shown in Figure 1：Including being arranged on domatic
Concrete frame protective plate 1 and overcoat 2；Some void regions are opened on the protective plate 1 is used for green plants
Plantation, the overcoat 2 is non-woven fabrics overcoat, and overcoat 2 is arranged on the surface of protective plate 1, and non-woven fabrics overcoat 2 can
Effectively pin moisture and nutrition, it is ensured that growth of green plants on overcoat 2, the concrete frame protective plate 1 passes through anchor pole 3
It is vertically fixed in side slope 10, fixes and protect for side slope 10.As the inventive point of the present invention, in this reality of the present invention
Apply in mode, as shown in Figure 2：The anchor pole 3 includes dowel bar 30, strengthens head 31 and power gib head 32；The dowel bar 30 is pushed up
End is fixedly connected with reinforcement head 31, and reinforcement head 31 both sides are welded with some power gib heads 32；The dowel bar 30 is twisted by steel
Line is made.In the present invention, the structure of anchor pole 3 is optimized, is allowed to be more suitable for shallow-layer to fix.Specifically, the power hook
First 32 oblique weld is on head 31 is strengthened, and the power gib head 32 is respectively welded at by opposite direction strengthens the two of head 31
Side, angle of inclination is 30-45 degree.By being obliquely installed, angle of inclination is 30-45 degree, is conducive to applying on enhancing dowel bar 30
Prestressing force so that power gib head 32 is stronger to be hooked in inside side slope 10, with outstanding extraction-resistant behavior.
As it is further preferred that the present invention this embodiment in, as shown in Figure 2：The power gib head 32 includes power
Bar and eave tile 321, the power bar include bending part 320 and horizontal component 322, and bending part 320 is welded on reinforcement head 31
On, the end of horizontal component 322 welding eave tile 321, bending part 320 and horizontal component 322 are integrally formed；The eave tile 321 is in
Vertical configuration is fixed on the end of horizontal component 322, and the eave tile 321 is right angled triangle eave tile.In the present invention, power gib head 32
Structure, which is improved, has obvious performance advantage, and first, power bar is made up of two parts, and bending part determines power gib head 32 with strengthening
Angle of inclination between the 31 of head be apply on 30-45 degree, enhancing dowel bar it is prestressed simultaneously, do not interfere with vertical configuration and consolidate
The hook lock power of fixed eave tile 321, it is well known that the breakout capacity vertically caught on is most strong, is conducive to the fixation of side slope 10.In addition,
Dowel bar 30 is designed to steel strand wires, with preferable bending property, thus, when collapsing or sliding to a certain degree, whole device
It only can therewith bend, can't be broken off, and then enhance shear behavior.
As it is further preferred that the present invention this embodiment in, as shown in Figure 2：The reinforcement head 31 is non-
Symmetrical " work " type structure, it is short-leg structure that " work " type, which strengthens head 31 to be connected to that side of dowel bar 30, and opposite side is
Long leg structure.In the present invention, the main function for strengthening head 31 is to need vertically to put into inside side slope 10, realizes and fixes, side
Strengthen the structure of head 31 primary concern is that when reinforcement head is inserted perpendicularly into, two insertion points can be formed, and two are inserted in slope 10
Two reinforcement points of access point formation, are separately fixed inside side slope 10, change the defect of only one of which fixing point in the prior art,
Be conducive to the fixation of side slope 10.
Above-mentioned structure is conducive to the demand of side slope progress shallow-layer fixation, as another inventive point of the present invention, upper
State and be improved in the structure of anchor pole, make the anchor pole that shallow-layer is fixed and deep layer fixation is allowed hand over or reconciled, solve
In the prior art, require higher side slope consolidation projects, it is necessary to solve the shallow of side slope 10 simultaneously for side slope 10 safe class
The problem of table stabilization and deep stability.
As shown in figure 3, in this embodiment of the present invention, the anchor pole also includes extension adjustment device and expansion link 4,
The extension adjustment device is arranged on the head position for strengthening head 31, and the middle part of the reinforcement head 31 is provided with through hole 34,
The inside of the dowel bar 30 sets the straight cavity 301 of a length, and the expansion link 4 is arranged on the cavity 301 of dowel bar 30, and wears
Cross the connection extension adjustment device of through hole 34 for strengthening head 31.Extension adjustment device realize carry out shallow-layer fixation when constant depth compared with
It is shallow, carry out constant depth during deep layer fixation and deepen.Certainly, the length of the expansion link 4 is more than dowel bar 30 and strengthens head 31
Summation after connection so that expansion link 4 can be stretched out outside dowel bar 30, carries out external stability or conciliation, the expansion link 4 can
To be moved freely in the cavity 301 of dowel bar 30 and the through hole 34 of reinforcement head 31, motion of for example stretching or contract.
Specifically, as shown in Figure 3：The extension adjustment device includes set casing 50 and flexible anchor 51, the set casing 50
The both side surface for strengthening head 31 is welded on, the flexible anchor 51 is arranged in set casing 50；Flexible anchor 51 is stretching structure, is led to
Cross the motion of expansion link 4 flexible to realize, when expansion link 4 stretches out, the anchor 51 that stretches is extended configuration, i.e. can be carried out more
The side slope of deep layer is fixed；When expansion link 4 is taken in, the anchor 51 that stretches is compact state, i.e. flexible anchor 51 is tightened in set casing 50
It is interior, realize that the side slope of more shallow-layer is fixed.As shown in Figure 3：The set casing 50 is two fixtures being correspondingly arranged, described solid
Determine ' 7 ' types that are shaped as of part, ' 7 ' the type fixture is lain on one's side respectively is welded on the both side surface at the top of reinforcement head 31.Lie on one's side
' 7 ' types have a groove caved inward, can be placed in a groove when flexible anchor is tightened.
As it is further preferred that the present invention this embodiment in, as shown in Figure 3：The entirety of the flexible anchor 51
Structure is T-shape structure, including horizontal anchor 510 and perpendicular anchor 511, horizontal anchor 510 and perpendicular anchor 511 are connected, and the T-shape structure is laterally set
Put, i.e. the horizontal anchor 510 is Collapsible structure, horizontal anchor 510 is fixed on the end for strengthening head 31；The perpendicular anchor 511 is connected to
On horizontal anchor 510, it is Collapsible structure to erect anchor 511；The expansion link 4 passes through horizontal anchor 510 and perpendicular anchor 511, is fixed on perpendicular anchor 511
Head is inner.When flexible anchor 51 is in extended configuration, erects anchor and stretch complete, and connected horizontal anchor 510 is also unfolded completely
Or, perpendicular anchor 511 is stretched completely, and connected horizontal anchor 510 is not unfolded in compact state；When flexible anchor 51 is in compact state
When, perpendicular anchor 511 and horizontal anchor 510 are in the state do not unfolded, and tighten in the groove that ' 7 ' types cave inward.
In the above-described embodiment, as shown in Figure 3：When expansion link 4 stretches out, the anchor 51 that stretches is extended configuration, and regulation is stretched
The income of contracting bar 4 or stretching so that perpendicular anchor 511 stretches completely, and connected horizontal anchor 510 also unfold completely or, perpendicular anchor
Stretch complete, connected horizontal anchor 510 do not unfold can be according to actual conditions in compact state depending on, when flexible anchor 51 stretches
When, perpendicular anchor 511 is put into the main fixation of progress in the drilling hole bottom that side slope 10 is opened up in advance, certainly, erects the shape of anchor 511
Can be that cylindrical, pyramid type of the prior art can also be " work " type of the invention, Fig. 3 is to illustrate simplest circle
Column construction, but be not limited, the expansion link 4 after adjustment is extended outside drilling, is carried out tensioning to it and is fixed, i.e. in the present invention
State anchor pole and can carry out the side slope of more deep layer and fix；
As shown in Figure 4：When expansion link 4 is taken in, the anchor 51 that stretches is compact state, and perpendicular anchor 511 and horizontal anchor 510 are in not unfolding
State, tighten in the groove that ' 7 ' types cave inward, when flexible anchor 51 is tightened, strengthening head 31, to be put into side slope 10 pre-
Main fixation is carried out in the bottom hole first opened up.Now, strengthen head 31 and form closed cylindrical structure, after adjustment
Expansion link 4 is extended outside drilling, is carried out tensioning to it and is fixed, i.e. the side slope that above-mentioned anchor pole of the invention can carry out more shallow-layer is consolidated
It is fixed.
As another inventive point of the present invention, in this embodiment of the present invention, in addition to protective cover, the protection
Cover is arranged on outside extension adjustment device, is on the one hand realized the protection of extension adjustment device, on the other hand can also be played further
Reinforcement effect.As shown in Figure 5：The protective cover includes containment vessel body 6 and containment vessel inner chamber 61, the containment vessel inner chamber 61
It is connected with expansion link 4 so that expansion link 4 can drive containment vessel body 6 to move.The width of containment vessel inner chamber 61 and perpendicular anchor 511
Width it is bigger so that perpendicular anchor 511 can complete stretching routine in containment vessel inner chamber 61；The width of the containment vessel body 6 and
The width of set casing 50 is consistent so that containment vessel body 6 can completely protect flexible anchor.As shown in Figure 5：The containment vessel sheet
Projection 62 is provided with body 6, raised 62 size and the depressed area of " 7 " type set casing match, and realization is fixed.
As shown in Figure 5：When the side slope that anchor pole carries out more deep layer is fixed, expansion link 4 stretches out, and the anchor that stretches is stretch-like
The groove area engaged therewith is stretched out and left to state, now, containment vessel body 6 with expansion link 4, positioned at flexible anchor 51 foremost
Anchor 511 is erected to flexible anchor 51 to protect, the top of containment vessel body 6 is put into the drilling hole bottom that side slope is opened up in advance and carried out mainly
Fixation.
As shown in Figure 6：When the side slope that anchor pole carries out more shallow-layer is fixed, flexible anchor 51, which is tightened to ' 7 ' types, to cave inward
Groove in, equally, the top of containment vessel body 6 is put into the main fixation of progress in the drilling hole bottom that side slope is opened up in advance.
As it is further preferred that in this embodiment of the present invention, the top of containment vessel body 6 is arc knot
Structure, is easy to after being put into obtain less resistance, preferably completes to fix.As shown in Figure 6：Also set up on the containment vessel body 6
There are two lugs 63, the setting direction of described two lugs 63 is on the contrary, the lug 63 is integrally formed with containment vessel body 6.It is convex
The setting of ear 63 and the setting of power gib head 32 are wonderful with what is played the same tune on different musical instruments, and effect is the hook lock power for improving anchor pole, improves resistance to plucking
Ability.
The preferred embodiments of the present invention have shown and described in described above, as previously described, it should be understood that not office of the invention
Be limited to form disclosed herein, be not to be taken as the exclusion to other embodiment, and available for various other combinations, modification and
Environment, and can be changed in invention contemplated scope described herein by the technology or knowledge of above-mentioned teaching or association area
It is dynamic., then all should be appended by the present invention and the change and change that those skilled in the art are carried out do not depart from the spirit and scope of the present invention
In scope of the claims.
Claims (10)
1. one kind building municipal works slope reinforcement device, including the concrete frame protective plate being arranged on domatic（1）With
Overcoat（2）；The protective plate（1）On be opened in some void regions be used for green plants plantation, the overcoat（2）
For non-woven fabrics overcoat, and overcoat（2）It is arranged on protective plate（1）Surface, it is characterised in that：The protective plate（1）Pass through
Anchor pole is fixed on side slope（10）On, the anchor pole includes dowel bar（30）, strengthen head（31）With power gib head（32）；The dowel
Bar（30）Top is fixedly connected with reinforcement head（31）, the reinforcement head（31）Both sides are welded with some power gib heads（32）；It is described
Dowel bar（30）It is made up of steel strand wires.
2. building municipal works slope reinforcement device according to claim 1, it is characterised in that：The power gib head（32）
Oblique weld is strengthening head（31）On, the power gib head（32）Reinforcement head is respectively welded at by opposite direction（31）'s
Both sides, angle of inclination is 30-45 degree.
3. building municipal works slope reinforcement device according to claim 2, it is characterised in that：The power gib head（32）
Including power bar and eave tile（321）, the power bar include bending part（320）And horizontal component（322）, bending part（320）Weldering
It is connected on reinforcement head（31）On, horizontal component（322）Weld eave tile in end（321）, bending part（320）And horizontal component
（322）It is integrally formed；The eave tile（321）Perpendicular shape is fixed on horizontal component（322）End, the eave tile（321）To be straight
Angle triangle eave tile.
4. building municipal works slope reinforcement device according to claim 1, it is characterised in that：The reinforcement head
（31）For asymmetrical " work " type structure, " work " type strengthens head（31）It is connected to dowel bar（30）That side be short-leg knot
Structure, opposite side is long leg structure.
5. building municipal works slope reinforcement device according to claim 1, it is characterised in that：The anchor pole also includes
Extension adjustment device and expansion link（4）, the extension adjustment device, which is arranged on, strengthens head（31）Head position, the reinforcement
Head（31）Middle part be provided with through hole（34）, the dowel bar（30）Inside the one straight cavity of length is set（301）, it is described to stretch
Contracting bar（4）Installed in dowel bar（30）Cavity, and through strengthen head（31）Through hole（34）Connect extension adjustment device.
6. building municipal works slope reinforcement device according to claim 5, it is characterised in that：The length of the expansion link
Degree is more than dowel bar（30）With reinforcement head（31）Summation after connection, the expansion link（4）Can be in dowel bar（30）Sky
Chamber（301）With reinforcement head（31）Through hole（34）Inside move freely.
7. building municipal works slope reinforcement device according to claim 5, it is characterised in that：The telescopic adjustment dress
Put including set casing（50）With flexible anchor（51）, the set casing（50）It is welded on reinforcement head（31）Both side surface, it is described
Flexible anchor（51）It is arranged on set casing（50）It is interior；The set casing（50）For two fixtures being correspondingly arranged, the fixture
Be shaped as ' 7 ' types, ' 7 ' the type fixture, which is lain on one's side, is welded on reinforcement head（31）The both side surface at top.
8. building municipal works slope reinforcement device according to claim 7, it is characterised in that：The flexible anchor（51）
Overall structure be T-shape structure, including horizontal anchor（510）With perpendicular anchor（511）, horizontal anchor（510）With perpendicular anchor（511）Connection, it is described
T-shape structure is laterally set, i.e. the horizontal anchor（510）For Collapsible structure, horizontal anchor（510）It is fixed on reinforcement head（31）'s
End；The perpendicular anchor（511）It is connected to horizontal anchor（510）On, erect anchor（511）For Collapsible structure；The expansion link（4）Through horizontal stroke
Anchor（510）With perpendicular anchor（511）, it is fixed on perpendicular anchor（511）Head it is inner.
9. building municipal works slope reinforcement device according to claim 8, it is characterised in that：Also include protective cover,
The protective cover is arranged on outside extension adjustment device, realizes the protection of extension adjustment device, and the protective cover includes containment vessel
Body（6）, the containment vessel body（6）With expansion link（4）Connection, the containment vessel body（6）Width and set casing（50）
Width it is consistent, the containment vessel body（6）On be provided with projection（62）, the projection（62）Size and " 7 " type set casing
（50）Depressed area match, realization is fixed.
10. building municipal works slope reinforcement device according to claim 9, it is characterised in that：The containment vessel sheet
Body（6）Top is arcuate structure, the containment vessel body（6）On be additionally provided with two lugs（63）, described two lugs（63）
Setting direction on the contrary, the lug（63）With containment vessel body（6）It is integrally formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710591505.3A CN107326915B (en) | 2017-07-19 | 2017-07-19 | A kind of building municipal works slope reinforcement device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710591505.3A CN107326915B (en) | 2017-07-19 | 2017-07-19 | A kind of building municipal works slope reinforcement device |
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| Publication Number | Publication Date |
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| CN107326915A true CN107326915A (en) | 2017-11-07 |
| CN107326915B CN107326915B (en) | 2018-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710591505.3A Active CN107326915B (en) | 2017-07-19 | 2017-07-19 | A kind of building municipal works slope reinforcement device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653220A (en) * | 2019-01-28 | 2019-04-19 | 南睿函 | A kind of building municipal works slope reinforcement device and its application method |
| CN110093920A (en) * | 2019-05-06 | 2019-08-06 | 安徽企服工程技术有限公司 | A kind of architectural engineering slope reinforcement anchor pole |
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| CN109653220A (en) * | 2019-01-28 | 2019-04-19 | 南睿函 | A kind of building municipal works slope reinforcement device and its application method |
| CN109653220B (en) * | 2019-01-28 | 2021-05-14 | 南睿函 | Slope reinforcing device for building municipal engineering and application method thereof |
| CN110093920A (en) * | 2019-05-06 | 2019-08-06 | 安徽企服工程技术有限公司 | A kind of architectural engineering slope reinforcement anchor pole |
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| CN107326915B (en) | 2018-08-07 |
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