CN209989835U - Along river curb prestressed anchorage cable sheet-pile wall - Google Patents
Along river curb prestressed anchorage cable sheet-pile wall Download PDFInfo
- Publication number
- CN209989835U CN209989835U CN201920565580.7U CN201920565580U CN209989835U CN 209989835 U CN209989835 U CN 209989835U CN 201920565580 U CN201920565580 U CN 201920565580U CN 209989835 U CN209989835 U CN 209989835U
- Authority
- CN
- China
- Prior art keywords
- square rib
- anchor
- square
- pile
- mounting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to a following river curb prestressed anchorage cable sheet pile wall, including anchor pile, connection crossbeam, square rib post and fender apron, the connection crossbeam be connected with two square rib posts at least, the perpendicular to is connected the mounting panel that is parallel to each other on the side of crossbeam place straight line in square rib post protrusion is formed with two, two mounting panels and square rib post form the mounting groove, the mounting groove equals with the length of square rib post with the straight line parallel and length that square rib post was located, fixed mounting has the net of pouring on the side of keeping away from each other of these two mounting panels, pour the mounting panel fixed connection on the both sides on the net horizontal direction respectively with two adjacent square rib posts, the fender apron is pour two adjacent square rib posts and is located two blocks of pouring nets between two square rib posts, wear to be equipped with the anchor rope on square rib post. When this anchor rope pile sheet wall need be laid along curved line, can make the fender breast board between two square rib posts not fragile.
Description
Technical Field
The utility model relates to a technical field of road building construction especially relates to a following river curb prestressed anchorage cable sheet-pile wall.
Background
In the current highway and railway construction, the retaining structure of a high fill section of partial engineering adopts an anchor cable pile plate wall, the general retaining wall of the anchor cable pile plate wall has small volume and reasonable structure, the manufacturing cost is lower than that of a bridge, and the retaining structure is a flexible light retaining structure.
For example, chinese patent No. CN201671108U discloses a pile plate wall of a prestressed anchor cable along a river shoulder, which is sequentially and fixedly provided with a cylinder, a coupling beam and T-shaped columns from bottom to top, the inner sides of the two T-shaped columns are provided with soil retaining plates, three anchor piers are arranged on the T-shaped columns, and anchor ropes are inserted into the anchor piers and anchor ends are anchored into a rock-soil layer. In such structure, increase two edges of a wing in the both sides of square rib post, the rib post after increasing the edge of a wing is T type structure, is favorable to retaining the overlap joint of board, has increased the road bed width, has reduced the effort of the soil body to retaining the board, is applicable to along the fender of river height fill road bed. However, when the retaining plate is used, because the retaining plate is prepared in advance and then is embedded between the two T-shaped columns, when the side faces of the two adjacent T-shaped columns for erecting the retaining plate are not positioned in the same plane, the retaining plate cannot be well attached to the flange, and the flange cannot well support the retaining plate. When the atress of retaining the native board is great, lead to easily to keep off native board and the edge of a wing and damage easily, reduced the life of this anchor rope sheet pile wall.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a when this anchor rope pile siding wall need lay along curved line along river curb prestressed anchorage cable pile siding wall, can make the fender apron between two square rib posts not fragile.
The above object of the present invention can be achieved by the following technical solutions: the anchor pile, the connecting beam and the square rib column are connected in sequence from bottom to top, the connecting beam is at least connected with the two square rib columns, two parallel mounting plates are formed in the side faces, perpendicular to the straight line where the connecting beam is located, of the square rib columns in a protruding mode, the two mounting plates and the square rib columns form mounting grooves, the mounting grooves are parallel to the straight line where the square rib columns are located, the length of the mounting grooves is equal to that of the square rib columns, a pouring net is fixedly mounted on the side faces, away from each other, of the two mounting plates, the length of the pouring net is not smaller than that of the square rib columns, two sides, in the horizontal direction, of the pouring net are fixedly connected with the mounting plates on the two adjacent square rib columns respectively, the soil blocking plates are poured in the two adjacent square rib columns and the two nets between the two square rib columns, an anchoring rope is arranged on the square rib column in a penetrating way.
By adopting the technical scheme, when the anchor cable pile plate wall is installed, the anchor piles on the lower side of the connecting cross beam are firstly driven into the ground, so that the square rib columns on the connecting cross beam enclose the soil body. When the soil body required to be enclosed is not positioned on the same straight line by two adjacent connecting beams, the pouring net positioned between the two connecting beams is bent. After the square rib columns are erected, concrete is poured into a gap between the two square rib columns and the two pouring nets, and the soil retaining plate is formed after the concrete is solidified. The retaining plate both sides of pouring out can be fine agree with the mounting groove, when this anchor rope pile sheet wall need lay along curved line, the retaining plate is not fragile, makes this anchor rope pile sheet wall more firm, long service life, and not fragile.
The utility model discloses further set up to: the width of the pouring net is larger than the distance between two sides of the pouring net fixed on the two mounting plates in the vertical direction.
By adopting the technical scheme, the actual width of the pouring net is larger, when the anchor cable pile plate wall needs to be laid along an arc-shaped line, the pouring net can be provided with a part for bending, the laying is more convenient,
the utility model discloses further set up to: the side of the square rib column, far away from the soil body, is fixedly provided with an anchoring pier, one end of an anchoring rope is provided with a limiting part, the end is fixedly installed on the anchoring pier through the limiting part, the other end of the anchoring rope is embedded in the soil body, the side, far away from the soil body, of the anchoring pier is obliquely arranged, and the included angle between the anchoring pier and the horizontal plane is complementary with the included angle between the anchoring rope and the horizontal plane.
Through adopting above-mentioned technical scheme, when fixing anchor rope pile sheet wall through the anchor rope, the one end of anchor rope is buried underground in the soil body, and the locating part on the anchor rope other end closely laminates with the slope side that the soil body was kept away from to the anchor mound, and the side perpendicular to anchor rope of locating part is propped up to the anchor mound, can make the anchor rope when the square rib post of anchor, and the locating part is difficult for causing the damage to square rib post, has improved the life of this anchor rope pile sheet wall.
The utility model discloses further set up to: the square rib column is at least provided with two anchoring ropes and two anchoring piers, the straight line where the two anchoring piers are located is parallel to the straight line where the square rib column is located, and the included angle between the anchoring rope connected with the anchoring pier located on the upper side and the horizontal plane is smaller than the included angle between the anchoring rope connected with the anchoring pier located on the lower side and the horizontal plane.
Through adopting above-mentioned technical scheme, when this anchor rope sheet wall of anchor rope anchor, the pulling force of anchor rope that is located higher position department on the square rib post on the horizontal direction is bigger, make the difficult phenomenon of buckling that appears of square rib post, and the anchor rope that is located lower position department is big although not being located the anchor rope of higher position department to the pulling force of square rib post on the horizontal direction, but can provide a vertical decurrent pulling force to the square rib post, make square rib post be difficult for pulling up because of receiving external force, this anchor rope sheet wall of anchor rope that can be fine.
The utility model discloses further set up to: the heights of the anchoring piers on the two adjacent square rib columns are different, and the anchoring piers on the two square rib columns are arranged in a staggered mode.
By adopting the technical scheme, the distance between two adjacent anchoring piers can be larger, and the anchor rope is not easy to cause the group anchor effect because the distance between the anchoring ropes in the soil body is smaller.
The utility model discloses further set up to: the thickness of the mounting plate is not more than one third of the thickness of the square rib column, and the thickness of the mounting plate is not less than one fourth of the thickness of the square rib column.
Through adopting above-mentioned technical scheme, after pouring and retaining the native board, the mounting panel can guarantee to support stably and keep off the native board, is difficult for appearing because the mounting panel is too thin, leads to keeping off the native board when the atress, and the phenomenon that the mounting panel damaged also is difficult for appearing because the mounting panel is too thick, leads to keeping off the native board when the atress, keeps off the phenomenon that native board both sides damaged, supports the native board that keeps off the earth that can be fine.
The utility model discloses further set up to: the square rib column is provided with a drainage through groove, one end of the drainage through groove is positioned on the side face, close to the soil body, of the square rib column, the other end of the drainage through groove is positioned on the side face, far away from the soil body, of the square rib column, and the height of the end, close to the soil body, in the drainage through groove is higher than that of the end, far away from the soil body, of the end.
Through adopting above-mentioned technical scheme, the drainage is led to the groove and can be assisted and carry out the drainage, and at the in-process of drainage, the interior moisture of drainage leads to the inslot only can flow to the side of keeping away from the soil body from the side that square rib post is close to the soil body, is difficult for appearing the phenomenon of water backward flow.
The utility model discloses further set up to: the bottom end of the anchor pile is arranged to be in a taper shape.
Through adopting above-mentioned technical scheme, can be more laborsaving when driving into the ground with the anchor pile.
To sum up, the utility model discloses a beneficial technological effect does:
1. when the anchor cable pile plate wall needs to be laid along an arc-shaped line, the soil retaining plate is not easy to damage, so that the anchor cable pile plate wall is more stable, long in service life and not easy to damage;
2. the distance between two adjacent anchoring piers is larger, and the anchor rope is not easy to generate a group anchor effect because the distance between the anchoring ropes in the soil body is smaller.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic structural view of the utility model and the soil body after the partial structure is hidden;
fig. 3 is an enlarged view at a in fig. 2.
Reference numerals: 1. anchoring piles; 11. connecting the cross beam; 12. a square rib column; 13. a water drainage through groove; 2. mounting a plate; 21. mounting grooves; 22. casting a net; 23. a soil guard plate; 3. anchoring the pier; 31. anchoring the rope; 32. a limiting block; 4. and (4) soil body.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the prestressed anchor cable pile slab wall along the river shoulder comprises an anchor pile 1, a connecting crossbeam 11 and a square rib column 12 from bottom to top in sequence. The connecting beam 11 is parallel to the horizontal plane, the square rib columns 12 and the anchor piles 1 are perpendicular to the connecting beam 11, the bottom ends of the anchor piles 1 are provided with pointed conical piles, and three square rib columns 12 are sequentially arranged on one connecting beam 11. The anchor cable pile plate wall is arranged around the soil body 4, a drainage through groove 13 is formed in the side face, close to the soil body 4, of the square rib column 12, and as shown in a joint drawing 3, one end, close to the soil body 4, of the drainage through groove 13 is higher than one end, far away from the soil body 4, of the drainage through groove 13.
As shown in fig. 1 and 2, two parallel mounting plates 2 are integrally formed on the side surface of the square rib column 12 close to the other square rib column 12, one mounting plate 2 and the side surface of the square rib column 12 close to the soil body 4 are located in the same plane, the other mounting plate 2 and the side surface of the square rib column 12 far away from the soil body 4 are located in the same plane, the two mounting plates 2 and the square rib column 12 form a mounting groove 21, and the thickness of the mounting plate 2 is equal to one third of the thickness of the square rib column 12. Two casting nets 22 are fixedly arranged between the two square rib columns 12 through expansion bolts, the height of each casting net 22 is equal to that of each square rib column 12, and the casting nets 22 are attached to the side faces, far away from each other, of the two mounting plates 2 on the side faces of the same side of each square rib column 12. The distance between the two vertical sides of the casting net 22 connected to the mounting plate 2 is smaller than the actual width of the casting net 22. Concrete is poured into the casting net 22, and the concrete is solidified to form the retaining plate 23. When this anchor rope sheet wall of installation, when the soil body 4 that needs to enclose, when making two adjacent connecting beam 11 not be located same straight line, be located the net 22 of pouring between these two connecting beam 11 and can be buckled, through pouring this moment, 23 both sides of the fender soil board that form can be fine agree with mounting groove 21 to it is not fragile to make the fender soil board 23, makes this anchor rope sheet wall more firm, long service life. And the phenomenon of damage is difficult for appearing on the both sides of mounting panel 2 and retaining plate 23, can be fine support retaining plate 23.
As shown in fig. 2 and 3, the side of the square rib column 12 far away from the soil body 4 is integrally formed with the anchoring pier 3, and the square rib column 12 is provided with the anchoring rope 31 in a penetrating way. Wherein one end of the anchoring rope 31 is fixed in the soil body 4, the other end passes through the anchoring pier 3, a limiting block 32 is fixedly arranged at the end, and the limiting block 32 is fixedly connected with the anchoring pier 3. The anchoring rope 31 is obliquely arranged, and one end fixed in the soil body 4 is lower than the height of the limiting block 32. The side face of the anchoring pier 3, which is attached to the limit block 32, is inclined, and the included angle between the side face and the horizontal plane is complementary to the included angle between the anchoring rope 31 and the horizontal plane. Through the arrangement, when the anchor rope 31 is used for anchoring the square rib column 12, the limiting part is not easy to damage the square rib column 12, and the service life of the anchor rope pile plate wall is prolonged. Three anchor ropes 31 and three anchor piers 3 are fixedly arranged on one square rib column 12, the included angles between the three anchor ropes 31 and the horizontal plane are different, wherein the included angle between the anchor rope 31 positioned at the uppermost side and the horizontal plane is the minimum, and the included angle between the anchor rope 31 positioned at the lowermost side and the horizontal plane is the maximum. When this anchor rope sheet wall is anchored to anchor rope 31, the pulling force of anchor rope 31 that is located higher position department to square rib post 12 on the horizontal direction is bigger, make square rib post 12 be difficult for appearing the phenomenon of buckling, and the anchor rope 31 that is located lower position department is though it is big not to be located the anchor rope 31 of higher position department to the pulling force of square rib post 12 on the horizontal direction, but can provide a vertical decurrent pulling force to square rib post 12, make square rib post 12 be difficult for pulling up because of receiving external force, this anchor rope sheet wall of anchor that can be fine. The heights of the anchoring piers 3 on two adjacent square rib columns 12 are different, and the anchoring piers 3 on the two adjacent square rib columns 12 are arranged in a staggered mode. The distance between two adjacent anchor piers 3 is larger, and the group anchor effect is not easy to occur.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a follow river curb prestressed anchorage cable sheet-wall, from bottom to top is anchor pile (1), connection crossbeam (11) and square rib post (12) in proper order, this anchor cable sheet-wall still includes and keeps off native board (23), anchor pile (1), connection crossbeam (11) and square rib post (12) connect gradually its characterized in that: the connecting beam (11) is at least connected with two square rib columns (12), two parallel mounting plates (2) are formed in the square rib columns (12) in a protruding mode on the side face perpendicular to the straight line where the connecting beam (11) is located, the two mounting plates (2) and the square rib columns (12) form a mounting groove (21), the mounting groove (21) is parallel to the straight line where the square rib columns (12) are located, the length of the mounting groove is equal to that of the square rib columns (12), a pouring net (22) is fixedly mounted on the side face, away from each other, of the two mounting plates (2), the length of the pouring net (22) is not smaller than that of the square rib columns (12), two sides of the pouring net (22) in the horizontal direction are fixedly connected with the mounting plates (2) on the two adjacent square rib columns (12) respectively, a retaining plate (23) is poured in the two adjacent square rib columns (12) and the two pouring nets (22) located between the two square rib columns (12), an anchoring rope (31) is arranged on the square rib column (12) in a penetrating way.
2. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 1, wherein: the width of the casting net (22) is larger than the distance between two sides of the casting net (22) fixed on the two mounting plates (2) in the vertical direction.
3. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 1, wherein: the side of keeping away from soil body (4) of square rib post (12) on the fixed anchor mound (3) that is provided with, the one end of anchor rope (31) is provided with the locating part, and this one end passes through locating part fixed mounting on anchor mound (3), the other end of anchor rope (31) is buried underground in soil body (4), anchor mound (3) keep away from the side slope setting of soil body (4), the contained angle between its and the horizontal plane is complementary with the contained angle between anchor rope (31) and the horizontal plane.
4. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 3, wherein: a square rib post (12) on be provided with two anchor rope (31) and anchor mound (3) at least, the straight line at two anchor mounds (3) place is parallel with the straight line at square rib post (12) place, the contained angle between anchor rope (31) and the horizontal plane that anchor mound (3) that are located the upside are connected is less than the contained angle between anchor rope (31) and the horizontal plane that anchor mound (3) that are located the downside are connected.
5. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 4, wherein: the heights of the anchoring piers (3) on the two adjacent square rib columns (12) are different, and the anchoring piers (3) on the two square rib columns (12) are arranged in a staggered mode.
6. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 1, wherein: the thickness of the mounting plate (2) is not more than one third of the thickness of the square rib column (12), and the thickness of the mounting plate (2) is not less than one fourth of the thickness of the square rib column (12).
7. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 1, wherein: the soil body drainage structure is characterized in that a drainage through groove (13) is formed in the square rib column (12), one end of the drainage through groove (13) is located on the side face, close to the soil body (4), of the square rib column (12), the other end of the drainage through groove (13) is located on the side face, far away from the soil body (4), of the square rib column (12), and the height, close to the soil body (4), of one end in the drainage through groove (13) is higher than the height, far away from the one end of the soil body (4).
8. The pile plate wall with the prestressed anchor cables along the river shoulder as claimed in claim 1, wherein: the bottom end of the anchor pile (1) is arranged to be in a taper shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920565580.7U CN209989835U (en) | 2019-04-24 | 2019-04-24 | Along river curb prestressed anchorage cable sheet-pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920565580.7U CN209989835U (en) | 2019-04-24 | 2019-04-24 | Along river curb prestressed anchorage cable sheet-pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209989835U true CN209989835U (en) | 2020-01-24 |
Family
ID=69292455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920565580.7U Active CN209989835U (en) | 2019-04-24 | 2019-04-24 | Along river curb prestressed anchorage cable sheet-pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209989835U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127228A (en) * | 2020-09-16 | 2020-12-25 | 衡阳市金铭环境科技有限公司 | Slab-shaped member with pile, pouring construction method for concrete layer of highway and highway |
| CN112343066A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Mounting method of assembled reinforced rib plate for red mud rock |
| CN113737845A (en) * | 2021-08-26 | 2021-12-03 | 安徽省建筑科学研究设计院 | Assembled precast concrete retaining wall and construction method |
-
2019
- 2019-04-24 CN CN201920565580.7U patent/CN209989835U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127228A (en) * | 2020-09-16 | 2020-12-25 | 衡阳市金铭环境科技有限公司 | Slab-shaped member with pile, pouring construction method for concrete layer of highway and highway |
| CN112127228B (en) * | 2020-09-16 | 2022-04-08 | 衡阳市金铭环境科技有限公司 | Slab-shaped member with pile, pouring construction method for concrete layer of highway and highway |
| CN112343066A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Mounting method of assembled reinforced rib plate for red mud rock |
| CN113737845A (en) * | 2021-08-26 | 2021-12-03 | 安徽省建筑科学研究设计院 | Assembled precast concrete retaining wall and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209989835U (en) | Along river curb prestressed anchorage cable sheet-pile wall | |
| CN201125354Y (en) | Steep hill road bed branch block reinforced structure | |
| CN104018405B (en) | The double-deck road structure that a kind of " stake-anchor-framework " is compound | |
| CN109371989B (en) | A kind of combined type retaining structure and its construction method suitable for stability of slope supporting | |
| CN105155558A (en) | Combined retaining structure and construction method thereof | |
| CN111396095B (en) | Tunnel simple arch open cut tunnel structure penetrating through huge karst cave and construction method thereof | |
| CN112878193A (en) | Suspension bridge channel type anchorage foundation and construction method | |
| CN112832079A (en) | Construction method of foamed light soil spliced wide-height highway embankment | |
| CN110820793A (en) | Composite foundation for collapsible loess area and construction method | |
| CN111236260A (en) | Variable-rigidity combined type prefabricated double-row pile supporting structure and construction method thereof | |
| CN111472304B (en) | Middle pier anti-collision system and construction method | |
| CN108487234B (en) | Construction method of cast-in-situ pile plate type platform wall | |
| CN201891130U (en) | Flexible precast block retaining wall structure | |
| CN110924405A (en) | Construction method of slope protection structure | |
| CN211735477U (en) | A tower crane foundation structure for bridge tower construction | |
| CN204940310U (en) | A kind of combination retaining structure | |
| KR102123205B1 (en) | Construction method and mounting structure of retaining wall structure using reinforcing metal and connecting metal | |
| CN211172070U (en) | Assembled type suspended wall retaining wall structure of reinforced concrete member | |
| CN209958290U (en) | Take shore protection structure of pile foundation | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope | |
| CN210857186U (en) | Prestressed U-shaped sheet pile | |
| CN210636300U (en) | Auxiliary facilities at anchoring and bracing wire position under railway integral assembly bridge floor | |
| CN111894017A (en) | Miniature pile group slope reinforcing structure | |
| KR100964721B1 (en) | Block for road extension | |
| RU18544U1 (en) | TUNNEL ESTABLISHED TUNNEL |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |