CN208949915U - It is a kind of for reinforcing the mechanism of stone masonry retaining wall - Google Patents
It is a kind of for reinforcing the mechanism of stone masonry retaining wall Download PDFInfo
- Publication number
- CN208949915U CN208949915U CN201821477891.XU CN201821477891U CN208949915U CN 208949915 U CN208949915 U CN 208949915U CN 201821477891 U CN201821477891 U CN 201821477891U CN 208949915 U CN208949915 U CN 208949915U
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- China
- Prior art keywords
- brick body
- retaining wall
- wall
- slopes
- anchor pole
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- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of for reinforcing the mechanism of stone masonry retaining wall, it is related to infrastructure project technical field, it solves native stone interface of the intracorporal soil body in common slope after having adsorbed a large amount of rainwater between retaining wall and produces sliding, the retaining wall for being covered in slopes outer wall is easy to occur to misplace and swell from slopes, cave-in accident is easy to happen between stone masonry after protuberance, the problem of safety of slopes is impacted, its key points of the technical solution are that, including slopes, the brick body that is layed in slopes and it is inserted in the intracorporal anchor pole in slope, the quantity of anchor pole is no less than two, anchor pole protrudes from the surface of brick body close to the end of brick body, anchor pole is equipped with mounting portion close to the end of brick body, two neighboring mounting portion is connected by connecting rod, the outer wall of connecting rod contacts in brick body, reaching reduces retaining wall, and dislocation protuberance occurs because of sliding Probability, also can be improved safety of the retaining wall in slopes, and reduce the purpose that the probability that landslide collapses occurs.
Description
Technical field
It is the utility model relates to infrastructure project technical field, in particular to a kind of for reinforcing the machine of stone masonry retaining wall
Structure.
Background technique
Stone masonry is the block barnacle body using cementing material.Stone relies on cohesive force, frictional force and the stone of cementing material
Weight itself keeps building stability.The use scope of stone masonry has further expansion, for example raising masonry tension and shearing resistance
Intensity sets steel mesh or reinforcing bar on agglutination material bed of material upper berth.It is reinforcement or the not cemented rock Building Design of reinforcement basic
Principle is similar to principle common in concrete or armored concrete.In Chinese Water Conservancy engineering largely using grouting work stone or grout
Block stone.
The retaining wall being formed by stacking by several pieces of stone masonries is integrated under the cohesive force effect of cementing material, but works as
When slopes meet with Heavy Rainfall Weather, the intracorporal soil body in slope and is made of several pieces of stone masonries after having adsorbed a large amount of rainwater
Native stone interface between retaining wall produces sliding, and the retaining wall for being covered in slopes outer wall is easy that dislocation occurs simultaneously from slopes
It swells, is easy to happen cave-in accident between the stone masonry after protuberance, the safety of slopes is impacted.
Utility model content
The purpose of the utility model is to provide a kind of for reinforcing the mechanism of stone masonry retaining wall, and retaining wall can be reduced by having
Safety of the retaining wall in slopes also can be improved in the probability that dislocation protuberance occurs because of sliding, reduces and occurs what landslide collapsed
The advantages of probability.
The above-mentioned technical purpose of the utility model has the technical scheme that one kind is grouted for reinforcing
The mechanism of stone retaining wall including slopes, the brick body being layed in slopes and is inserted in the intracorporal anchor pole in slope, the number of the anchor pole
Amount no less than two, the anchor pole protrudes from the surface of brick body close to the end of brick body, and the anchor pole is equal close to the end of brick body
Equipped with mounting portion, the two neighboring mounting portion is connected by connecting rod, and the outer wall of the connecting rod contacts in brick body.
By using above-mentioned technical proposal, the surface that the end of anchor pole protrudes from brick body may make that mounting portion is equal with connecting rod
On the surface of brick body, the outer wall of connecting rod contacts in brick body the stationarity that can be used for improving brick stone in slopes,
Active force when anchor pole is inserted in slopes is transferred in brick body by connecting rod, improves the compactness of brick body and slopes, in turn
The connective stability by several pieces of stone masonry brick bodies retaining wall formed and slopes is improved, is consolidated retaining wall by the effect of anchor pole
The probability that dislocation is swelled occurs because of sliding due in slopes, reducing retaining wall, improves safety of the retaining wall in slopes
Property.
The further setting of the utility model, the connecting rod include rotation axis, and the equal screw thread in the both ends of the rotation axis connects
It is connected to grafting sleeve, the grafting sleeve, which respectively corresponds, to be penetrated in two neighboring mounting portion, and grafting sleeve is close to the side of rotation axis
Wall is threaded with the first limited post, and first limited post vertically contacts on the outer wall of the rotation axis.
By using above-mentioned technical proposal, the grafting sleeve for being threadedly connected to rotation axis both ends can be realized on the rotating shaft
Screw thread elongation and shortening, in order to installation of the connecting rod between two neighboring mounting portion.When two neighboring mounting portion is in anchor pole
Drive under when being settled down to close to the surface of brick body, grafting sleeve can be penetrated in mounting portion and by rotation rotation axis to realize
The connection of two neighboring mounting portion then proceedes to penetrate with anchor pole in slopes, until the outer wall of connecting rod contacts in brick body.
So that anchor pole can be not only used for the reinforcing and supporting on abrupt slope, it may also be used for the retaining wall being made of in slopes several pieces of stone masonries
It reinforces, the probability of dislocation protuberance occurs in order to reduce retaining wall because of sliding, and then improve safety of the retaining wall in slopes
Property.The first limited post vertically contacted on rotation axis outer wall can be used for limiting the rotation of grafting sleeve on the rotating shaft, with drop
The probability that undershoot female connector cylinder is detached from from mounting portion, and then the ability that connecting rod resists brick body protuberance is improved, it improves by several
The installation of the retaining wall of stone masonry composition.
The further setting of the utility model, the outer wall of the connecting rod is arranged the conflict block contacted in brick body, described
The sidewall thread of conflict block is equipped with the second limited post perpendicular to connecting rod outer wall.
By using above-mentioned technical proposal, conflict block can be not only used for increasing the contact area of connecting rod and brick body, also can be used
In the probability that reduction connecting rod is broken when resisting brick body protuberance, the second limited post is for limiting conflict block outside connecting rod
Rotation on wall, and then reduce the probability that conflict block slides when being in contact with brick body.
The further setting of the utility model, the mounting portion include that rotating block is rotated with sleeve, the rotating block is connect
It is connected to the outer wall of anchor pole, the connection sleeve is vertical at the outer wall of the rotating block.
By using above-mentioned technical proposal, rotating block is for being adapted to the direction for adjusting adjacent next mounting portion, to meet
The anchor pole of two neighboring different directions is installed, connection sleeve penetrates for connecting rod, with the connection for two neighboring mounting portion.
The further setting of the utility model, the sleeve that connects is along the outer wall circumference uniform distribution and quantity of the rotating block
It is six.
By using above-mentioned technical proposal, can be used for being adapted to simultaneously along the connection sleeve of rotating block outer wall circumference uniform distribution more
The mounting portion of a different location, the mounting portion on the anchor pole that same linear direction is arranged can be fitted simultaneously by the connection sleeve
Mounting portion with adjacent two sides, in order to improve globality of the anchor pole on slopes are fixed.
The further setting of the utility model, the two neighboring mounting portion are identical as the horizontal space of brick body.
By using above-mentioned technical proposal, two neighboring mounting portion may make to be in identical water relative to the surface of brick body
On horizontal line, in order to balance the Impact direction of connecting rod, reduction connecting rod occurs when contradicting brick body because of force unbalance curved
Bent or fracture probability, and then improve connecting rod and resist the ability that dislocation protuberance occurs for brick body, and then improve stone masonry in slopes
On fixation.
The axial width of the further setting of the utility model, the connecting rod is greater than between the minimum of two neighboring brick body
Away from.
By using above-mentioned technical proposal, the axial width of connecting rod is directly proportional to its structural rigidity, improves connecting rod
Width can resist the ability that sliding protuberance occurs for brick body convenient for improving connecting rod, and then it is firm in slopes to improve stone masonry
Property.
The further setting of the utility model, the shape of brick body are equilateral quadrangle, the anchor pole with it is two neighboring
The diagonal line of brick body is conllinear.
By using above-mentioned technical proposal, equilateral quadrangle can convenient for make rational planning for stone masonry slopes on installation with point
The space of cloth, improves the aesthetics for the retaining wall being made of several stone masonries, and anchor pole is located at the diagonal line of two neighboring brick body
On can be regularly distributed in slopes convenient for anchor pole, to improve the globality of anchor pole and retaining wall, and then improve retaining wall
Safety.
In conclusion the utility model has the following beneficial effects:
1, the probability that dislocation protuberance occurs because of sliding for retaining wall is reduced, in order to improve peace of the retaining wall in slopes
Quan Xing；
2, facilitate the connecting rod of elongation and shortening that can be easily installed fixation；
3, stability of the retaining wall being made of several stone masonries in slopes is strengthened.
Generally speaking the utility model reduces the probability that dislocation protuberance occurs because of sliding for retaining wall, gear also can be improved
Safety of the cob wall in slopes reduces and the probability that landslide collapses occurs, may advantageously facilitate the soil-water protection of ecological environment
Development.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the present embodiment；
Fig. 2 is the half section structure diagram of the present embodiment；
Fig. 3 is the enlarged drawing in Fig. 1 at A；
Fig. 4 is the enlarged drawing in Fig. 2 at B.
Appended drawing reference: 1, slopes；2, brick body；3, anchor pole；4, mounting portion；5, connecting rod；6, rotation axis；7, grafting sleeve；
8, the first limited post；9, conflict block；10, the second limited post；12, rotating block；13, sleeve is connected.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment: it is a kind of for reinforcing the mechanism of stone masonry retaining wall, as shown in Figure 1, including slopes 1, being layed in slopes 1
On brick body 2 and the anchor pole 3 that is inserted in slopes 1, the quantity of anchor pole 3 be no less than two, the shape of brick body 2 is equilateral four side
The stone masonry of shape, anchor pole 3 are conllinear with the diagonal line of two neighboring brick body 2.Anchor pole 3 protrudes from brick body 2 close to the end of brick body 2
Surface, anchor pole 3 are equipped with mounting portion 4 close to the end of brick body 2, and mounting portion 4 includes rotating block 12 and connect sleeve 13, rotating block
12 be metal cylinder.Rotating block 12 is rotationally connected with the outer wall of anchor pole 3 by bearing, and connection sleeve 13 is vertical at rotating block 12
Outer wall.The surface that the end of anchor pole 3 protrudes from brick body 2 may make mounting portion 4 and connecting rod 5 be respectively positioned on brick body 2 surface it
On, the outer wall of connecting rod 5, which contacts at, can be used for improving stationarity of the brick stone in slopes 1 in brick body 2, anchor pole 3 is inserted in slope
Active force when body 1 is transferred in brick body 2 by connecting rod 5, improves the compactness of brick body 2 Yu slopes 1, and if then raising by
Retaining wall, is fixed on by the connective stability of retaining wall and slopes 1 that dry block stone masonry brick body 2 forms by the effect of anchor pole 3
In slopes 1, the probability that dislocation protuberance occurs because of sliding for retaining wall is reduced, safety of the retaining wall in slopes 1 is improved.
It is six that sleeve 13, which is connected, along the outer wall circumference uniform distribution and quantity of rotating block 12, and two neighboring mounting portion 4 passes through
Connecting rod 5 connects, and connecting rod 5 is metal circular tube, and connection sleeve 13 is the metal sleeve to match with connecting rod 5.Connecting rod 5 is worn
Cross the connection sleeve 13 on mounting portion 4.The grafting sleeve 7 for being threadedly connected to 6 both ends of rotation axis may be implemented in spiral shell in rotation axis 6
Line elongation and shortening, in order to installation of the connecting rod 5 between two neighboring mounting portion 4.When two neighboring mounting portion 4 is in anchor pole
When be settled down under 3 drive close to the surface of brick body 2, grafting sleeve 7 can be penetrated in mounting portion 4 and by rotation rotation axis 6
It to realize the connection of two neighboring mounting portion 4, then proceedes to penetrate with anchor pole 3 in slopes 1, until the outer wall of connecting rod 5 supports
It touches in brick body 2.So that anchor pole 3 can be not only used for the reinforcing and supporting on abrupt slope, it may also be used for in slopes 1 by several pieces of stone masonries
The probability of dislocation protuberance occurs in order to reduce retaining wall because of sliding, and then improves retaining wall for the reinforcing of the retaining wall of composition
Safety in slopes 1.The first limited post 8 vertically contacted on 6 outer wall of rotation axis can be used for limiting grafting sleeve 7 and turn
Rotation on moving axis 6 to reduce the probability that grafting sleeve 7 is detached from from mounting portion 4, and then improves connecting rod 5 to resist brick body 2 grand
The ability risen, improves the installation for the retaining wall being made of several stone masonries.
The outer wall of connecting rod 5 is arranged the conflict block 9 contacted in brick body 2, and conflict block 9 is with square metal tension block
Metal sleeve, the sidewall thread of conflict block 9 are equipped with the second limited post 10 perpendicular to 5 outer wall of connecting rod, the second limited post 10
For the externally threaded metal cylinder of side wall band.Conflict block 9 can be not only used for increasing the contact area of connecting rod 5 and brick body 2, it may also be used for
The probability that connecting rod 5 is broken when resisting brick body 2 and swelling is reduced, the second limited post 10 is being connected for limiting conflict block 9
Rotation on 5 outer wall of bar, and then reduce the probability that conflict block 9 slides when being in contact with brick body 2.
Connecting rod 5 includes rotation axis 6, and rotation axis 6 is that outer wall is equipped with externally threaded metal circular tube, and the both ends of rotation axis 6 are equal
It is threaded with grafting sleeve 7, grafting sleeve 7 is that inner wall is equipped with the metallic cylinder to match with 6 external screw thread of rotation axis, and two are inserted
Female connector cylinder 7, which respectively corresponds, to be penetrated in adjacent two pieces of mounting portions 4, and grafting sleeve 7 is connected with first close to the sidewall thread of rotation axis 6
Limited post 8, the first limited post 8 are the externally threaded metal cartridge of side wall band, and the first limited post 8 vertically contacts at the outer of rotation axis 6
On wall.
Two neighboring mounting portion 4 is identical as the horizontal space of brick body 2, may make two neighboring mounting portion 4 relative to brick body 2
Surface be on identical horizontal line, in order to balance the Impact direction of connecting rod 5, reduce connecting rod 5 when contradicting brick body 2
The probability for bending or being broken by force unbalance, and then improve connecting rod 5 and resist the energy that dislocation protuberance occurs for brick body 2
Power, and then improve fixation of the stone masonry in slopes 1.
The axial width of connecting rod 5 is greater than the minimum spacing of two neighboring brick body 2.The axial width of extension bar and its structure are rigid
Property it is directly proportional, improve connecting rod 5 width can convenient for improve connecting rod 5 resist brick body 2 occur sliding protuberance ability, Jin Erti
Stability of the high stone masonry in slopes 1.
The course of work: the brick body 2 being made of stone masonry is successively piled up in slopes 1 first；Then in two neighboring brick body 2
Cornerwise extended line on anchor pole 3 is inserted into the slopes 1, make mounting portion 4 positioned at 3 end of anchor pole toward the side close to slopes 1
To close to until conflict block 9 contacts at the surface of brick body 2；And then, the rotation axis 6 in screw drives connecting rod 5 rotates, until
Positioned at 6 both ends of rotation axis grafting sleeve 7 respectively with adjoining 13 screw thread grafting of connection sleeve；Finally lock the first limited post
8 and second limited post 10.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of for reinforcing the mechanism of stone masonry retaining wall, including slopes (1), the brick body (2) being layed on slopes (1) and
The quantity of the anchor pole (3) being inserted in slopes (1), the anchor pole (3) is no less than two, which is characterized in that the anchor pole (3) is leaned on
The end of nearly brick body (2) protrudes from the surface of brick body (2), and the anchor pole (3) is equipped with mounting portion close to the end of brick body (2)
(4), the two neighboring mounting portion (4) is connected by connecting rod (5), and the outer wall of the connecting rod (5) contacts at brick body (2)
On.
2. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that the connecting rod
It (5) include rotation axis (6), the both ends of the rotation axis (6) are threaded with grafting sleeve (7), the grafting sleeve (7) point
It Dui Ying not penetrate in two neighboring mounting portion (4), sidewall thread of the grafting sleeve (7) close to rotation axis (6) is connected with the first limit
Position column (8), first limited post (8) vertically contact on the outer wall of the rotation axis (6).
3. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that the connecting rod
(5) outer wall is arranged the conflict block (9) contacted on brick body (2), and the sidewall thread of the conflict block (9) is equipped with perpendicular to even
Second limited post (10) of extension bar (5) outer wall.
4. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that the mounting portion
It (4) include rotating block (12) and connect sleeve (13), the rotating block (12) is rotationally connected with the outer wall of anchor pole (3), the company
Female connector cylinder (13) is vertical at the outer wall of the rotating block (12).
5. according to claim 4 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that the connector sleeve
Cylinder (13) is six along the outer wall circumference uniform distribution and quantity of the rotating block (12).
6. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that two neighboring institute
The end for stating mounting portion (4) is identical at a distance from brick body (2).
7. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that the connecting rod
(5) axial width is greater than the minimum spacing of adjacent two pieces of brick bodies (2).
8. according to claim 1 a kind of for reinforcing the mechanism of stone masonry retaining wall, which is characterized in that brick body
(2) shape is equilateral quadrangle, and the anchor pole (3) is conllinear with the diagonal line of adjacent two pieces of brick bodies (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821477891.XU CN208949915U (en) | 2018-09-10 | 2018-09-10 | It is a kind of for reinforcing the mechanism of stone masonry retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821477891.XU CN208949915U (en) | 2018-09-10 | 2018-09-10 | It is a kind of for reinforcing the mechanism of stone masonry retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208949915U true CN208949915U (en) | 2019-06-07 |
Family
ID=66737512
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821477891.XU Expired - Fee Related CN208949915U (en) | 2018-09-10 | 2018-09-10 | It is a kind of for reinforcing the mechanism of stone masonry retaining wall |
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| Country | Link |
|---|---|
| CN (1) | CN208949915U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110307005A (en) * | 2019-07-09 | 2019-10-08 | 福建工程学院 | Device and method for Strengthening Tunnel mountain body entrance landslide |
-
2018
- 2018-09-10 CN CN201821477891.XU patent/CN208949915U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110307005A (en) * | 2019-07-09 | 2019-10-08 | 福建工程学院 | Device and method for Strengthening Tunnel mountain body entrance landslide |
| CN110307005B (en) * | 2019-07-09 | 2021-08-17 | 福建工程学院 | Device and method for reinforcing landslide at tunnel portal |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190607 |