CN111648171A - Pulling type transverse deviation rectifying method for ballastless track structure - Google Patents
Pulling type transverse deviation rectifying method for ballastless track structure Download PDFInfo
- Publication number
- CN111648171A CN111648171A CN201911259873.3A CN201911259873A CN111648171A CN 111648171 A CN111648171 A CN 111648171A CN 201911259873 A CN201911259873 A CN 201911259873A CN 111648171 A CN111648171 A CN 111648171A
- Authority
- CN
- China
- Prior art keywords
- anchor
- anchor rod
- ballastless track
- tension seat
- jack
- 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.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses a pulling type transverse deviation rectifying method for a ballastless track structure, which comprises the following steps: one end of the first anchor rod is anchored in an anchor rod hole of the ballastless track base to be corrected, and the anchor rod hole of the ballastless track base to be corrected is a transverse anchor rod hole close to one side of the existing structure; one end of the second anchor rod is anchored in an anchor rod hole of an existing structure, and the anchor rod hole of the existing structure is a transverse anchor rod hole close to one side of the ballastless track base to be corrected; and the pulling assembly is installed between the other end of the first anchor rod and the other end of the second anchor rod and used for providing pulling force towards the existing structure for the ballastless track to be rectified. The invention can utilize the adjacent line to carry out pulling type deviation rectification without arranging a counter-force structure; the anchor rod is anchored on the concrete structure, and then other matched tools are installed, so that the construction quantity is small, the construction is rapid, and no disturbance is caused to the roadbed and the foundation net support; meanwhile, the problem that the existing counter-force structure is often limited can be avoided.
Description
Technical Field
The invention relates to the technical field of track deviation correction, in particular to a pulling type transverse deviation correction method for a ballastless track structure.
Background
The railway ballastless track structure has many advantages and is limited by the limited track linear adjustment amount, so that the track smoothness is difficult to recover under the condition of the transverse deviation of the track structure; in addition, the business line railway can only develop maintenance work and the practical conditions that large-scale equipment is inconvenient to adopt within a limited skylight time, and the ballastless track structure has the structural characteristics of great weight and high rigidity, so that the recovery difficulty is increased. However, the lateral deviation of the railway ballastless track structure sometimes occurs due to the problems of subgrade settlement, subgrade upwarping, construction control deviation and the like; and with the prolonging of the operation years and the continuous increase of the driving density, the continuous development of the track structure diseases and the comprehensive effect of the severe environment are influenced and continuously worsened.
At present, all transverse pushing deviation rectifying methods are adopted for thoroughly remedying the transverse deviation diseases of the ballastless track, and the method mainly comprises four steps of counter-force structure setting, deviation rectifying interface dissociation, transverse pushing deviation rectifying and deviation rectifying interface recovery. The counter-force structure comprises two modes of manufacturing a counter-force structure by a road shoulder and utilizing existing structures such as an adjacent line ballastless track and the like; the deviation rectifying interface dissociation comprises a plurality of modes such as high polymer grouting lifting dissociation, mechanical lifting dissociation, air cushion lifting dissociation, wire saw cutting dissociation and the like; the recovery of the deviation rectifying interface comprises various modes such as grouting filling recovery, vertical bar planting anchoring recovery and the like; the only tool or method for transverse deviation correction is only one type of transverse pushing.
From the research and application of the ballastless track structure transverse deviation rectifying method at home and abroad, it can also be seen that the prior art adopts a transverse pushing deviation rectifying method, and the tools used by the existing methods are simple and mainly comprise a jack, a counter-force beam, an adjusting base plate and the like. For example, patent CN108130833A discloses a deviation rectifying method for a settlement and deviation ballastless track, which adopts a combined method of a road shoulder manufacturing counter-force structure + polymer grouting lifting dissociation + transverse pushing deviation rectifying + grouting filling recovery; patent CN106702834A discloses a center line deviation rectifying method for a settlement offset ballastless track, which adopts a combination method of using an existing structure (adjacent line ballastless track) as a counter-force structure + grouting and lifting dissociation of high polymer + lateral pushing and deviation rectifying + grouting and filling recovery; patent CN209482068A discloses a ballastless track rail-direction deviation rectifying structure, which adopts a method of making a counterforce structure by a road shoulder.
Although the transverse pushing deviation rectifying tool and the method have wide application range, certain defects and limitations exist:
1. the method can be adopted only when the adjacent ballastless track is adopted as a counter-force structure in a double-line section and the line to be rectified needs to be rectified to the shoulder side;
2. the counterforce structure for manufacturing the road shoulder has large engineering quantity, long manufacturing period, large disturbance to a road base body and limited counterforce structure capacity;
3. the reaction structure of the road shoulder is easy to cause the splitting and loosening of the soil body of the roadbed, and possibly causes the displacement of the adjacent contact net support and other problems;
4. in a part of deviation rectifying sections, the counterforce structures are not easy to arrange or even have no space arrangement, such as positions of contact net struts, turnout section switch machines and the like.
Disclosure of Invention
Aiming at the defects in the problems, the invention provides a pulling type transverse deviation rectifying method for a ballastless track structure.
The invention discloses a pulling type transverse deviation rectifying method for a ballastless track structure, which comprises the following steps:
measuring the center line and elevation data of the ballastless track to be rectified and determining the deviation rectification amount;
transversely drilling anchor rod holes on the opposite side surfaces of the ballastless track base to be rectified and the existing structure;
anchoring one end of a first anchor rod in an anchor rod hole of a ballastless track base to be rectified;
anchoring one end of a second anchor rod in an anchor rod hole of the existing structure;
a pulling assembly is arranged between the other end of the first anchor rod and the other end of the second anchor rod, and the pulling assembly is used for providing pulling force towards the existing structure for the ballastless track to be rectified;
lifting and dissociating the ballastless track to be rectified;
the pulling assembly carries out pulling type transverse deviation correction on the deviation correction ballastless track;
and recovering the deviation rectifying dissociation interface.
As a further improvement of the invention, the pulling assembly comprises a piercing jack, a first double-anchor pulling seat and a second double-anchor pulling seat;
the other ends of the two first anchor rods are correspondingly arranged on the first double-anchor tension seat;
the other ends of the two second anchor rods are correspondingly arranged on the second double-anchor tension seat;
the penetrating jack is installed on the second double-anchor tension seat, the ejecting end of the penetrating jack is connected with one end of the pull rod, and the other end of the pull rod penetrates through the second double-anchor tension seat and is installed on the first double-anchor tension seat; the center-penetrating jack provides pulling force towards the existing structure for the ballastless track to be rectified.
As a further improvement of the invention, the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the first double-anchor tension seat or the second double-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve.
As a further improvement of the invention, the feed-through jack is mounted on the second double-anchor tension seat or the second anchor rod through a jack bracket;
the pull rod is arranged on the ejection end of the through jack through a spherical washer, a conical washer and a pull rod nut.
As a further improvement of the invention, the pulling assembly comprises a low jack, a first double anchor pull seat and a first four anchor pull seat;
the first double-anchor tension seat is arranged between the first four-anchor tension seat and the existing structure;
the other ends of the two first anchor rods penetrate through the first four anchor tension seats and then are correspondingly installed on the first double anchor tension seat;
the other ends of the two second anchor rods are correspondingly arranged on the first four-anchor tension seat;
the short jack is arranged on the first four-anchor tension seat, and the ejection end of the short jack acts on the first double-anchor tension seat; the short jack provides a pulling force towards the existing structure for the ballastless track to be rectified.
As a further improvement of the invention, the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the first double-anchor tension seat or the first four-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve.
As a further improvement of the invention, the low-profile jack is mounted on the first four-anchor tension seat or the first anchor rod through a jack bracket;
an adjusting base plate is arranged between the bottom of the short jack and the first four-anchor tension seat, and an adjusting base plate is arranged between the ejecting end of the short jack and the first double-anchor tension seat.
As a further improvement of the invention, the pulling assembly comprises a piercing jack and a first double-anchor pulling seat;
the other end of the first anchor rod is correspondingly arranged on the ejection end of the through jack;
the other ends of the two second anchor rods are correspondingly arranged on the first double-anchor tension seat;
the center-penetrating jack is installed on the first double-anchor tension seat and provides pulling force towards the existing structure for the ballastless track to be rectified.
As a further improvement of the invention, the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the ejection end of the through jack through a spherical washer, a conical washer and a pull rod nut or is arranged on the first double-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve;
the center-penetrating jack is installed on the first double-anchor tension seat or the second anchor rod through a jack bracket.
As a further improvement of the present invention, the existing structure includes one of an adjacent ballastless track and a tunnel side wall.
Compared with the prior art, the invention has the beneficial effects that:
1. the invention can utilize the adjacent line to carry out pulling type deviation rectification without arranging a counter-force structure;
2. the anchor rod is anchored on the concrete structure, and then other matched tools are installed, so that the construction quantity is small, the construction is rapid, and no disturbance is caused to the roadbed and the foundation net support;
3. according to the invention, pulling type deviation correction is carried out by adopting existing structures such as adjacent line ballastless tracks, and the problem that the existing reaction structure is often limited can be avoided under the working condition.
Drawings
Fig. 1 is a schematic structural diagram of a pulling type transverse deviation rectifying tool for a ballastless track structure disclosed in embodiment 1 of the invention;
FIG. 2 is an enlarged view of the entirety of FIG. 1;
fig. 3 is a schematic structural diagram of a pulling type transverse deviation rectifying tool for a ballastless track structure disclosed in embodiment 2 of the invention;
FIG. 4 is an exploded view of FIG. 3;
fig. 5 is a schematic structural diagram of a pulling type transverse deviation rectifying tool for a ballastless track structure disclosed in embodiment 3 of the invention;
fig. 6 is an exploded view of fig. 5.
In the figure:
1. a ballastless track to be rectified; 11. a ballastless track base to be rectified; 12. rectifying a dissociation interface;
2. adjacent line ballastless tracks; 21. an adjacent line ballastless track base; 22. a tunnel side wall;
31. an anchor rod hole; 32. an anchor rod anchoring section; 33. a connecting sleeve; 34. an anchor rod connecting section; 35. an anchor rod gasket; 36. an anchor bolt nut;
41. a double-anchor tension seat; 42. four anchor tension seats;
51. a pull rod; 52. a spherical washer; 53. a tapered washer; 54. a draw rod nut;
61. a center-penetrating jack; 62. low jack 63, jack bracket 64 and adjusting pad.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Aiming at the problems that the existing method for correcting the ballastless track structure by transverse pushing is limited by the existing counter-force structure and the correction direction, the road shoulder counter-force structure is labor-consuming and time-consuming, the road shoulder counter-force is easy to cause the splitting of a roadbed, the displacement of a contact net support column, the condition that no counter-force structure is arranged in a partial section and the like, the method utilizes the existing structure (an adjacent line ballastless track, a bridge anti-collision wall, a tunnel side wall and the like), an anchor rod, a tension seat and the like to convert the jacking force of a jack into the tension force of the track structure, and implements pulling type transverse correction on the ballastless track.
Therefore, the invention provides a dragging type transverse deviation rectifying tool for a ballastless track structure, which comprises: one end of the first anchor rod is anchored in an anchor rod hole of the ballastless track base to be corrected, and the anchor rod hole of the ballastless track base to be corrected is a transverse anchor rod hole close to one side of the existing structure; one end of the second anchor rod is anchored in an anchor rod hole of an existing structure, and the anchor rod hole of the existing structure is a transverse anchor rod hole close to one side of the ballastless track base to be corrected; and the pulling assembly is installed between the other end of the first anchor rod and the other end of the second anchor rod and used for providing pulling force towards the existing structure for the ballastless track to be rectified.
The invention provides a pulling type transverse deviation rectifying method for a ballastless track structure, which comprises the following steps:
measuring the center line and elevation data of the ballastless track to be rectified and determining the deviation rectification amount;
transversely drilling anchor rod holes on the opposite side surfaces of the ballastless track base to be rectified and the existing structure;
anchoring one end of a first anchor rod in an anchor rod hole of a ballastless track base to be rectified;
anchoring one end of a second anchor rod in an anchor rod hole of the existing structure;
a pulling assembly is arranged between the other end of the first anchor rod and the other end of the second anchor rod, and the pulling assembly is used for providing pulling force towards the existing structure for the ballastless track to be rectified;
lifting and dissociating the ballastless track to be rectified;
the pulling assembly carries out pulling type transverse deviation rectification on the deviation-rectifying ballastless track;
and recovering the deviation rectifying dissociation interface.
The invention overcomes the defects of the existing pushing deviation rectifying method and has the advantages of small engineering quantity, quick construction, no disturbance to the roadbed, flexible organization and the like; meanwhile, the tool is small, light, convenient to install and reasonable in structure; the invention can be independently applied to carry out pulling type transverse deviation correction of the ballastless track structure, and can also be combined with a pushing deviation correction method to jointly realize the purpose of deviation correction of the ballastless track.
The invention is described in further detail below with reference to the attached drawing figures:
example 1:
as shown in fig. 1 and 2, the invention provides a pulling type transverse deviation rectifying tool for a ballastless track structure, which comprises:
one end of the first anchor rod is anchored in an anchor rod hole 31 of a ballastless track base 11 of the ballastless track 1 to be corrected, the anchor rod hole of the ballastless track base 11 to be corrected is a transverse anchor rod hole close to one side of an existing structure, and the existing structure selects an adjacent line ballastless track base 21 of an adjacent line ballastless track 2;
one end of the second anchor rod is anchored in an anchor rod hole of an existing structure, and the anchor rod hole of the existing structure is a transverse anchor rod hole close to one side of the ballastless track base to be corrected;
and the pulling assembly is installed between the other end of the first anchor rod and the other end of the second anchor rod and used for providing pulling force towards the existing structure for the ballastless track to be rectified.
Wherein the content of the first and second substances,
the pulling assembly comprises a piercing jack 61, a first double-anchor tension seat 41 and a second double-anchor tension seat 41, wherein the other ends of two first anchor rods are correspondingly arranged on the first double-anchor tension seat, and the other ends of two second anchor rods are correspondingly arranged on the second double-anchor tension seat; the punching jack 61 is arranged on the second double-anchor tension seat, the ejection end of the punching jack 61 is connected with one end of the pull rod 51, and the other end of the pull rod 51 passes through the second double-anchor tension seat and is arranged on the first double-anchor tension seat; the center-penetrating jack 61 provides a pulling force towards the existing structure for the ballastless track to be rectified.
Further, the first anchor or the second anchor includes an anchor anchoring section 32, a connection sleeve 33, and an anchor connection section 34; one end of the anchor rod anchoring section 32 is anchored in an anchor rod hole of a ballastless track base to be rectified or an anchor rod hole of an existing structure, and one end of the anchor rod connecting section 34 is installed on a first double-anchor tension seat or a second double-anchor tension seat through an anchor rod gasket 35 and an anchor rod nut 36; the other end of the anchor anchoring section 32 is connected to the other end of the anchor connecting section 34 by a connecting sleeve 33.
Further, a feed-through jack 61 is mounted on a second double anchor tension seat or a second anchor rod through a jack bracket 63, and a pull rod 51 is mounted on the ejecting end of the feed-through jack 61 through a spherical washer 52, a tapered washer 53 and a pull rod nut 54.
The invention adopts a pulling type deviation rectifying tool with four anchor rods matched with a penetrating jack, and adopts a tool combination mode that two anchor rods are respectively arranged at two sides and the penetrating jack is matched with a pull rod. Two anchor rods on two sides can obviously increase the anchoring capability, so that the method has the greatest advantage of being suitable for the working condition that the concrete strength of anchoring base bodies (ballastless track bases or supporting layers to be corrected and the existing structure for providing the correction counter force) on two sides is lower. The combination mode of the through jack, the pull rod, the spherical washer and the conical washer can enable the four anchor rods and the pull rod to be stressed uniformly, and adverse effects on the anchoring base body, the anchor rods, the pull rod, the jack and the like during unbalance loading are prevented.
The invention provides a ballastless track structure pulling type transverse deviation rectifying method based on a ballastless track structure pulling type transverse deviation rectifying tool shown in figures 1 and 2, which comprises the following steps:
s1, measuring the center line and elevation data of the ballastless track 1 to be rectified and determining the deviation rectification amount;
s2, transversely punching anchor rod holes 31 on opposite side surfaces of the ballastless track base (supporting layer) 11 to be rectified and the adjacent ballastless track base 21, and cleaning the holes;
s3, adopting an anchoring material or a mechanical anchoring mode to anchor one end of the anchor rod anchoring section 32 in an anchor rod hole of the ballastless track base 11 to be rectified and an anchor rod hole of the adjacent ballastless track base 21;
s4, connecting the anchor rod connecting section 34 to the end part of the anchor rod anchoring section 32 through the connecting sleeve 33;
s5, installing double anchor tension seats 41 on two sides, and adjusting and limiting by using an anchor rod gasket 35 and an anchor rod nut 36;
s6, mounting pull rods 51, the center-penetrating jacks 61 and jack brackets 63; the spherical washer 52, the conical washer 53 and the pull rod nut 54 are installed, and the function of the installation is to ensure that the stress of the anchor rod system is uniform and ensure that the center-penetrating jack 61 is not biased; the whole pulling type deviation rectifying tool is fastened through a pull rod nut 54;
s7, lifting and dissociating the ballastless track 1 to be rectified to form a rectification dissociation interface 12 of the ballastless track to be rectified so as to reduce the frictional resistance of the lower part of the track structure;
s8, applying force to the center-penetrating jack 61, and gradually correcting the ballastless track 1 to be corrected in a pulling type transverse direction for multiple times;
and S9, recovering the deviation rectifying and dissociating interface 12 of the ballastless track to be rectified.
Example 2:
as shown in fig. 3 and 4, the invention provides a pulling type transverse deviation rectifying tool for a ballastless track structure, which comprises:
one end of the first anchor rod is anchored in an anchor rod hole 31 of a ballastless track base 11 of the ballastless track 1 to be corrected, the anchor rod hole of the ballastless track base 11 to be corrected is a transverse anchor rod hole close to one side of an existing structure, and the existing structure selects an adjacent line ballastless track base 21 of an adjacent line ballastless track 2;
one end of the second anchor rod is anchored in an anchor rod hole of an existing structure, and the anchor rod hole of the existing structure is a transverse anchor rod hole close to one side of the ballastless track base to be corrected;
and the pulling assembly is installed between the other end of the first anchor rod and the other end of the second anchor rod and used for providing pulling force towards the existing structure for the ballastless track to be rectified.
Wherein the content of the first and second substances,
the pulling assembly of the present invention comprises a low jack 62, a first double anchor pull socket 41 and a first four anchor pull socket 42; the first double-anchor tension seat 41 is arranged between the first four-anchor tension seat 42 and the existing structure, the other ends of the two first anchor rods penetrate through the first four-anchor tension seat 42 and then are correspondingly arranged on the first double-anchor tension seat 41, and the other ends of the two second anchor rods are correspondingly arranged on the first four-anchor tension seat 42; the short jack 62 is arranged on the first four-anchor tension seat 42, and the ejecting end of the short jack 62 acts on the first double-anchor tension seat 41; the low jack 62 provides a pulling force towards the existing structure for the ballastless track to be rectified.
Further, the first anchor or the second anchor includes an anchor anchoring section 32, a connection sleeve 33, and an anchor connection section 34; one end of the anchor rod anchoring section 32 is anchored in an anchor rod hole of a ballastless track base to be rectified or an anchor rod hole of an existing structure; one end of the anchor rod connecting section 34 is installed on the first double anchor tension seat 41 or the first four anchor tension seat 42 through the anchor rod gasket 35 and the anchor rod nut 36; the other end of the anchor anchoring section 32 is connected to the other end of the anchor connecting section 34 by a connecting sleeve 33.
Further, a low-profile jack 62 is mounted on the first four-anchor tension seat 42 or the first anchor rod through a jack bracket 63; an adjusting base plate 64 is arranged between the bottom of the short jack 62 and the first four-anchor tension seat, and an adjusting base plate 64 is arranged between the ejecting end of the short jack 62 and the first two-anchor tension seat.
The invention adopts a tool combination scheme of four anchor rods matched with a low jack to realize pulling type transverse deviation correction of a ballastless track structure. Two anchor rods on two sides of the tool set can obviously improve the anchoring capacity, and the tool set has the greatest advantage of being suitable for the working condition that concrete strength of anchoring base bodies on two sides (a ballastless track base 11 to be corrected and an existing structure 21 for providing correction counter force) is low. The scheme adopts the short jack 62, and compared with the center-penetrating jack 61, the equipment cost can be greatly reduced; the elimination of tie rods 51 allows for reduced tooling costs while increasing the cheapness of field tooling installations.
The invention provides a ballastless track structure pulling type transverse deviation rectifying method based on a ballastless track structure pulling type transverse deviation rectifying tool shown in figures 3 and 4, which comprises the following steps:
s1, measuring the center line and elevation data of the ballastless track 1 to be rectified and determining the deviation rectification amount;
s2, transversely punching anchor rod holes 31 on opposite side surfaces of the ballastless track base (supporting layer) 11 to be rectified and the adjacent ballastless track base 21, and cleaning the holes;
s3, adopting an anchoring material or a mechanical anchoring mode to anchor one end of the anchor rod anchoring section 32 in an anchor rod hole of the ballastless track base 11 to be rectified and an anchor rod hole of the adjacent ballastless track base 21;
s4, connecting the anchor rod connecting section 34 to the end part of the anchor rod anchoring section 32 through the connecting sleeve 33;
s5, installing the double-anchor tension seat 41 and the four-anchor tension seat 42 on two sides;
s6, installing a jack bracket 63, a low jack 62 and an adjusting base plate 64, and fastening and adjusting the jack bracket, the low jack 62 and the adjusting base plate by using an anchor rod gasket 35 and an anchor rod nut 36 to ensure that the working surfaces between the double-anchor tension seat 41 and the four-anchor tension seat 42 are basically parallel;
s7, lifting and dissociating the ballastless track 1 to be rectified to form a rectification dissociation interface 12 so as to reduce the frictional resistance of the lower part of the track structure;
s8, applying force to the short jack 62, and gradually correcting the ballastless track 1 to be corrected in a pulling type transverse direction for multiple times;
and S9, recovering the deviation rectifying and dissociating interface 12 of the ballastless track to be rectified.
Example 3:
as shown in fig. 5 and 6, the invention provides a pulling type transverse deviation rectifying tool for a ballastless track structure, which comprises:
one end of the first anchor rod is anchored in an anchor rod hole 31 of a ballastless track base 11 of the ballastless track 1 to be corrected, the anchor rod hole of the ballastless track base 11 to be corrected is a transverse anchor rod hole close to one side of an existing structure, and the existing structure is a tunnel side wall 22;
one end of the second anchor rod is anchored in an anchor rod hole of the tunnel side wall 22, and the anchor rod hole of the tunnel side wall 22 is a transverse anchor rod hole close to one side of the ballastless track base to be corrected;
and pulling the assembly, wherein the pulling assembly is arranged between the other end of the first anchor rod and the other end of the second anchor rod and used for providing pulling force towards the tunnel side wall 22 for the ballastless track to be rectified.
Wherein the content of the first and second substances,
the pulling assembly comprises a through jack 61 and a first double-anchor tension seat 41, wherein the other end of one first anchor rod is correspondingly arranged on the ejection end of the through jack 61, and the other ends of two second anchor rods are correspondingly arranged on the first double-anchor tension seat 41; the penetrating jack 61 is installed on the first double-anchor tension seat 41, and the penetrating jack 61 provides a pulling force towards the tunnel side wall 22 for the ballastless track to be rectified.
Further, the first anchor or the second anchor includes an anchor anchoring section 32, a connection sleeve 33, and an anchor connection section 34; one end of the anchor rod anchoring section 32 is anchored in an anchor rod hole of a ballastless track base to be rectified or an anchor rod hole of the tunnel side wall 22; one end of the anchor rod connecting section 34 is mounted on the ejecting end of the through jack 61 through a spherical washer 52, a conical washer 53 and a pull rod nut 54 or mounted on the first double anchor tension seat 41 through an anchor rod gasket 35 and an anchor rod nut 36; the other end of the anchor rod anchoring section 32 is connected with the other end of the anchor rod connecting section 34 through a connecting sleeve 33, and a feed-through jack 61 is installed on the first double-anchor tension seat or the second anchor rod through a jack bracket 63.
According to the invention, the pulling type transverse deviation correction of the ballastless track structure is realized by adopting a tool combination scheme of matching three anchor rods with the through jack, one anchor rod is arranged on one side of the tool, the other anchor rod is arranged on the other side of the tool, when the structural strength of the anchoring base body on one side is higher, one anchor rod end is anchored on the side, and compared with a tool with four anchor rods, the tool can obviously reduce the tool cost. This scheme adopts the compound mode of punching jack, spherical washer and toper packing ring can make the stock atress even, to the adverse effect of anchor base member, stock, pull rod, jack etc. when preventing the unbalance loading.
The invention provides a ballastless track structure pulling type transverse deviation rectifying method based on a ballastless track structure pulling type transverse deviation rectifying tool shown in figures 5 and 6, which comprises the following steps:
s1, measuring the center line and elevation data of the ballastless track 1 to be rectified and determining the deviation rectification amount;
s2, transversely drilling anchor rod holes 31 on opposite side surfaces of the ballastless track base (supporting layer) 11 to be rectified and the tunnel side wall 22, and cleaning the holes;
s3, adopting an anchoring material or a mechanical anchoring mode to anchor one end of the anchor rod anchoring section 32 in an anchor rod hole of the ballastless track base 11 to be rectified and an anchor rod hole of the tunnel side wall 22;
s4, connecting the anchor rod connecting section 34 to the end part of the anchor rod anchoring section 32 through the connecting sleeve 33;
s5, installing the double-anchor tension seat 41;
s6, mounting a jack bracket 63 and a penetrating jack 61, and fastening and adjusting by using an anchor rod gasket 35 and an anchor rod nut 36;
s7, lifting and dissociating the ballastless track 1 to be rectified to form a rectification dissociation interface 12 of the ballastless track to be rectified so as to reduce the frictional resistance of the lower part of the track structure;
s8, applying force to the center-penetrating jack 61, and gradually correcting the ballastless track 1 to be corrected in a pulling type transverse direction for multiple times;
and S9, recovering the deviation rectifying and dissociating interface 12 of the ballastless track to be rectified.
The invention has the advantages that:
1. aiming at the defect that the existing transverse pushing deviation rectifying tool and method only can be used for carrying out pulling type deviation rectifying on a road shoulder facility counter-force structure for a double-track ballastless track section and the deviation rectifying direction is between lines, the adjacent lines can be utilized for carrying out pulling type deviation rectifying without arranging the counter-force structure;
2. aiming at the defects that the existing counter-force structure for transverse pushing deviation correction needs to be manufactured by an anchor rod setting and molding method due to the fact that the existing counter-force structure is labor-consuming and time-consuming, has large disturbance on a road matrix and is easy to cause roadbed splitting and contact net support displacement, existing transverse pushing deviation correction tools and existing transverse pushing deviation correction methods are small in engineering quantity, rapid in construction and free of disturbance on a roadbed and a foundation net support;
3. aiming at the defect that most of trackside equipment (contact net pillars, turnout switch machines and the like) of a ballastless track section is positioned on a road shoulder side in the existing transverse pushing deviation rectifying tool and method, and the counter-force structure is often limited in the existing transverse pushing technology, the invention adopts the existing structure such as an adjacent line ballastless track to carry out pulling type deviation rectifying, and can avoid the problems under the working condition.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A pulling type transverse deviation rectifying method for a ballastless track structure is characterized by comprising the following steps:
measuring the center line and elevation data of the ballastless track to be rectified and determining the deviation rectification amount;
transversely drilling anchor rod holes on the opposite side surfaces of the ballastless track base to be rectified and the existing structure;
anchoring one end of a first anchor rod in an anchor rod hole of a ballastless track base to be rectified;
anchoring one end of a second anchor rod in an anchor rod hole of the existing structure;
a pulling assembly is arranged between the other end of the first anchor rod and the other end of the second anchor rod, and the pulling assembly is used for providing pulling force towards the existing structure for the ballastless track to be rectified;
lifting and dissociating the ballastless track to be rectified;
the pulling assembly carries out pulling type transverse deviation correction on the deviation correction ballastless track;
and recovering the deviation rectifying dissociation interface.
2. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 1, wherein the pulling assembly comprises a through jack, a first double-anchor tension seat and a second double-anchor tension seat;
the other ends of the two first anchor rods are correspondingly arranged on the first double-anchor tension seat;
the other ends of the two second anchor rods are correspondingly arranged on the second double-anchor tension seat;
the penetrating jack is installed on the second double-anchor tension seat, the ejecting end of the penetrating jack is connected with one end of the pull rod, and the other end of the pull rod penetrates through the second double-anchor tension seat and is installed on the first double-anchor tension seat; the center-penetrating jack provides pulling force towards the existing structure for the ballastless track to be rectified.
3. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 2, wherein the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the first double-anchor tension seat or the second double-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve.
4. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 2, wherein the through jack is installed on the second double-anchor tension seat or the second anchor rod through a jack bracket;
the pull rod is arranged on the ejection end of the through jack through a spherical washer, a conical washer and a pull rod nut.
5. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 1, wherein the pulling assembly comprises a low jack, a first double anchor tension seat and a first four anchor tension seat;
the first double-anchor tension seat is arranged between the first four-anchor tension seat and the existing structure;
the other ends of the two first anchor rods penetrate through the first four anchor tension seats and then are correspondingly installed on the first double anchor tension seat;
the other ends of the two second anchor rods are correspondingly arranged on the first four-anchor tension seat;
the short jack is arranged on the first four-anchor tension seat, and the ejection end of the short jack acts on the first double-anchor tension seat; the short jack provides a pulling force towards the existing structure for the ballastless track to be rectified.
6. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 5, wherein the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the first double-anchor tension seat or the first four-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve.
7. A pulling type transverse deviation rectifying method for a ballastless track structure according to claim 5, wherein the low-type jack is installed on the first four-anchor tension seat or the first anchor rod through a jack bracket;
an adjusting base plate is arranged between the bottom of the short jack and the first four-anchor tension seat, and an adjusting base plate is arranged between the ejecting end of the short jack and the first double-anchor tension seat.
8. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 1, wherein the pulling assembly comprises a through jack and a first double-anchor tension seat;
the other end of the first anchor rod is correspondingly arranged on the ejection end of the through jack;
the other ends of the two second anchor rods are correspondingly arranged on the first double-anchor tension seat;
the center-penetrating jack is installed on the first double-anchor tension seat and provides pulling force towards the existing structure for the ballastless track to be rectified.
9. The pulling type transverse deviation rectifying method for the ballastless track structure of claim 8, wherein the first anchor rod or the second anchor rod comprises an anchor rod anchoring section, a connecting sleeve and an anchor rod connecting section;
one end of the anchor rod anchoring section is anchored in an anchor rod hole of the ballastless track base to be rectified or an anchor rod hole of the existing structure;
one end of the anchor rod connecting section is arranged on the ejection end of the through jack through a spherical washer, a conical washer and a pull rod nut or is arranged on the first double-anchor tension seat through an anchor rod gasket and an anchor rod nut;
the other end of the anchor rod anchoring section is connected with the other end of the anchor rod connecting section through the connecting sleeve;
the center-penetrating jack is installed on the first double-anchor tension seat or the second anchor rod through a jack bracket.
10. A pulling type transverse deviation rectifying method for a ballastless track structure according to any one of claims 1-9, wherein the existing structure comprises one of an adjacent line ballastless track and a tunnel side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911259873.3A CN111648171B (en) | 2019-12-10 | 2019-12-10 | Pulling type transverse deviation rectifying method for ballastless track structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911259873.3A CN111648171B (en) | 2019-12-10 | 2019-12-10 | Pulling type transverse deviation rectifying method for ballastless track structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111648171A true CN111648171A (en) | 2020-09-11 |
| CN111648171B CN111648171B (en) | 2021-12-24 |
Family
ID=72344447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911259873.3A Active CN111648171B (en) | 2019-12-10 | 2019-12-10 | Pulling type transverse deviation rectifying method for ballastless track structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111648171B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356080A (en) * | 2021-07-10 | 2021-09-07 | 江苏百崮钢结构工程有限公司 | Middle transverse horizontal reverse jacking device for main tie beam of steel arch bridge |
| CN114232393A (en) * | 2022-02-10 | 2022-03-25 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Device and method for stabilizing plane alignment of ballastless track |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007146373A (en) * | 2005-11-24 | 2007-06-14 | Toyo Nainenki Kogyosha:Kk | Shoulder controlling jig of pandrol fastener |
| KR20090090782A (en) * | 2008-02-22 | 2009-08-26 | 광주광역시도시철도공사 | Rail interval control apparatus for railroad track |
| CN102953378A (en) * | 2012-12-06 | 2013-03-06 | 中铁四局集团有限公司 | Single-hole and double-beam prestressed anchor tensioning device |
| CN106400622A (en) * | 2016-05-31 | 2017-02-15 | 中铁第四勘察设计院集团有限公司 | Repair structure for plate type ballastless track in turnout zone |
| CN207846233U (en) * | 2018-01-25 | 2018-09-11 | 中交一公局厦门工程有限公司 | A kind of holder transverse direction integral translation device |
| CN109778612A (en) * | 2018-12-06 | 2019-05-21 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Ballastless track structure method for correcting error in railway tunnel |
| CN109853401A (en) * | 2019-01-30 | 2019-06-07 | 中铁大桥局第七工程有限公司 | Bridge subsection migration system, slide and method |
| CN209923699U (en) * | 2019-03-19 | 2020-01-10 | 中铁二十四局集团江苏工程有限公司 | Be used for ballastless track long sleeper to bury high-efficient frock adjusting equipment of formula high-speed switch construction |
-
2019
- 2019-12-10 CN CN201911259873.3A patent/CN111648171B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007146373A (en) * | 2005-11-24 | 2007-06-14 | Toyo Nainenki Kogyosha:Kk | Shoulder controlling jig of pandrol fastener |
| KR20090090782A (en) * | 2008-02-22 | 2009-08-26 | 광주광역시도시철도공사 | Rail interval control apparatus for railroad track |
| CN102953378A (en) * | 2012-12-06 | 2013-03-06 | 中铁四局集团有限公司 | Single-hole and double-beam prestressed anchor tensioning device |
| CN106400622A (en) * | 2016-05-31 | 2017-02-15 | 中铁第四勘察设计院集团有限公司 | Repair structure for plate type ballastless track in turnout zone |
| CN207846233U (en) * | 2018-01-25 | 2018-09-11 | 中交一公局厦门工程有限公司 | A kind of holder transverse direction integral translation device |
| CN109778612A (en) * | 2018-12-06 | 2019-05-21 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Ballastless track structure method for correcting error in railway tunnel |
| CN109853401A (en) * | 2019-01-30 | 2019-06-07 | 中铁大桥局第七工程有限公司 | Bridge subsection migration system, slide and method |
| CN209923699U (en) * | 2019-03-19 | 2020-01-10 | 中铁二十四局集团江苏工程有限公司 | Be used for ballastless track long sleeper to bury high-efficient frock adjusting equipment of formula high-speed switch construction |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356080A (en) * | 2021-07-10 | 2021-09-07 | 江苏百崮钢结构工程有限公司 | Middle transverse horizontal reverse jacking device for main tie beam of steel arch bridge |
| CN113356080B (en) * | 2021-07-10 | 2022-09-20 | 江苏百崮钢结构工程有限公司 | Middle transverse horizontal reverse jacking device for main tie beam of steel arch bridge |
| CN114232393A (en) * | 2022-02-10 | 2022-03-25 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Device and method for stabilizing plane alignment of ballastless track |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111648171B (en) | 2021-12-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111648171B (en) | Pulling type transverse deviation rectifying method for ballastless track structure | |
| EP1730352B1 (en) | Method for correcting the height of a fixed railway track | |
| US7108458B1 (en) | Interlocking slab leveling system | |
| WO2015127740A1 (en) | Correction method and correction structure for ballastless track subgrade of high-speed railway in soft soil region | |
| CN103527121A (en) | Follow-up frame of rotary drill rig and rotary drill rig | |
| CN111472789B (en) | Pipe jacking construction process | |
| CN114561881B (en) | Longitudinal deviation correcting and resetting method suitable for soft soil foundation bridge | |
| CN111648172B (en) | Dragging type transverse deviation rectifying tool for ballastless track structure | |
| CN105603838B (en) | Method for lifting railway track board by using track board lifting trolley | |
| CN110700332A (en) | Existing building reinforcing pile foundation static load test counterforce device and test method thereof | |
| CN102817617B (en) | Novel inhaul cable type shield originating backrest substrate system | |
| CN210343377U (en) | Surrounding rock structure is consolidated to big section tunnel prestressed anchorage pole of high-speed railway | |
| CN209586290U (en) | A kind of rotary digging stake drilling rod stable regulation support | |
| CN111749529A (en) | Contact net pillar protector | |
| CN108118566A (en) | A kind of track connection member | |
| CN212247672U (en) | Assembled ballastless track convenient to adjust | |
| CN214694926U (en) | Lifting deviation rectifying mechanism for ballastless track | |
| CN110307012B (en) | Surrounding rock structure is consolidated to big section tunnel prestressed anchorage pole of high-speed railway | |
| CN211422667U (en) | Advanced support structure for complex geological tunnel | |
| CN215640166U (en) | Climbing test bed for large walking equipment of coal mine | |
| CN111396076A (en) | Pipe jacking construction equipment | |
| CN211689929U (en) | Pre-buried pore-forming construction equipment in track roof beam top | |
| CN113969520B (en) | Ballastless track structure in railway tunnel and deviation rectifying method thereof | |
| CN219826222U (en) | Locating rack for connecting 5G base station base with ground pile | |
| CN202832237U (en) | Novel tower for hole drilling of slewing drilling machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |