CN106337323A - Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper - Google Patents

Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper Download PDF

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Publication number
CN106337323A
CN106337323A CN201611021136.6A CN201611021136A CN106337323A CN 106337323 A CN106337323 A CN 106337323A CN 201611021136 A CN201611021136 A CN 201611021136A CN 106337323 A CN106337323 A CN 106337323A
Authority
CN
China
Prior art keywords
production line
frame
cement mortar
sleeper
sulfur cement
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.)
Pending
Application number
CN201611021136.6A
Other languages
Chinese (zh)
Inventor
陈建军
钟卫翔
何明钧
余进秋
李国全
李永成
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway No 2 Engineering Group Co Ltd
Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd
Original Assignee
China Railway No 2 Engineering Group Co Ltd
Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Railway No 2 Engineering Group Co Ltd, Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd filed Critical China Railway No 2 Engineering Group Co Ltd
Priority to CN201611021136.6A priority Critical patent/CN106337323A/en
Publication of CN106337323A publication Critical patent/CN106337323A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/04Fastening on wooden or concrete sleepers or on masonry without clamp members
    • E01B9/06Railways spikes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2201/00Fastening or restraining methods
    • E01B2201/04Fastening or restraining methods by bolting, nailing or the like

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The invention relates to the railway technique and discloses a production line for sulphur anchoring for prestressed concrete sleeper, which comprises a roller, a frame, a supporting leg, a transmission device and a driving device. The roller is mounted on the frame, the driving device and the transmission device are mounted on the bracket, the driving device is connected with the transmission device, the transmission device is connected with the roller, and the bracket and the frame are all installed on the supporting leg, and also includes an anchoring frame and a symmetrically arranged spike sleeve on the anchoring frame base. The technical effect is that the sulfur anchor is integrated into the production line, and the screw hole is reserved for cleaning, drying, reducing the hole cleaning, drying hole and other sulfur anchoring processes, and can carry out the factory construction management and the assembly line operation, thus greatly improve the efficiency and quality of sulfur anchoring. In comparison with the traditional process, the intermediate links such as transfer, spread and stacking of the sleepers are reduced, and accordingly labor and mechanical equipment are saved, and the construction cost of the railway project is reduced.

Description

A kind of production line for prestressed reinforced concrete tie sulfur cement mortar anchorage
Technical field
The present invention relates to railroad track technical field and in particular to a kind of for prestressed reinforced concrete tie sulfur cement mortar anchorage Production line.
Background technology
At present, the anchoring construction of China railways prestressed reinforced concrete tie screw spike, typically using anchored in situ or set Put special anchoring production field to be anchored.
Conventional dedicated place sulfur cement mortar anchorage method divides anti-anchor and positive anchor, anti-anchor program: hang scattered sleeper → upset sleeper → sulfur Sulphur anchors → overturns sleeper → hang out pile or the assembled section of track on the spot, positive anchor program: hangs scattered sleeper → sulfur cement mortar anchorage → hang out heap Code or the on the spot assembled section of track.Sulfur cement mortar anchorage is one of most important operation during the section of track produces, and this manufacture method not only has influence on The section of track produces, spreads frame progress and quality, and needs very big place.Do not catch up with front and lay a railway track speed to solve to anchor speed Degree, and the uncontrollable phenomenon of anchoring quality, are badly in need of a kind of new-type anchoring production line.
Content of the invention
In view of this, the present invention proposes a kind of production line for prestressed reinforced concrete tie sulfur cement mortar anchorage, existing to solve There is sleeper anchoring speed slow, and require the big technical problem in place.
A kind of production line for sleeper sulfur cement mortar anchorage, including roller, frame, support, supporting leg, actuating device, drives dress Put, described roller is arranged in described frame, described driving means and actuating device are installed on the bracket, and described driving fills Put and be connected with described actuating device, described actuating device is connected with described roller, described support and frame are installed in described On lower limb, also include anchor frame, the railway spike sleeve that described anchor frame base is symmetrically arranged with.Operational approach using this production line It is: by driving means run time, stopping time when one when sleeper runs to operation position, at this moment according to sleeper type Number and anchorage point get out anchor frame, and install screw spike, shut sleeper with plugging material and reserve screw spike bottom hole, Pour sulfur cement mortar anchorage mortar into, screw spike is inserted perpendicularly in the hole, so that the ferrum seat back bevel of anchor frame, bottom surface is kept off against sleeper Shoulder, support rail groove face.After setting sleeper pause 30s-50s, remove anchor frame, now driving means are resumed operation, and continue to forward pass Send, root out the outer sulphur-bonded mortar fused mass of overfolw hole with grafter, under screw spike round platform and surrounding support rail rooved face is uniformly brushed Insulation antirusting paint, completes sulfur cement mortar anchorage operation process.Using this production line, completing the sleeper after sulfur cement mortar anchorage can enter Enter next operation along pipeline, make to incorporate whole production line, realize assembly line work, substantially increase sulfur cement mortar anchorage effect Rate and quality, to carry out this road technique without the place taking special.In addition, compared with traditional handicraft, decreasing sleeper Transport, scatter, piling up neatly the intermediate links such as code, having saved the input of manpower and plant equipment, reducing trackways engineering construction cost.
Further, the railway spike sleeve of described anchor frame is provided with cross rib, and cross rib can improve whole anchor frame intensity with just Degree.
Further, described anchor frame is additionally provided with hand holding handle, and the workman that is disposed to of hand holding handle cheaply holds.
Further, the railway spike sleeve lining of described anchor frame is provided with Magnet, and the setting of Magnet is used for controlling sleeper spiral The inconsistent phenomenon of road staple height.
Further, it is provided with guard rail in described roller both sides, prevent personnel from entering roller-way scope and sleeper course of conveying In cause personnel injure.
Further, it is additionally provided with protective cover, described actuating device is located in described protective cover, can prevent debris from entering simultaneously It is caused damage.
Further, described roller length 800-900mm, it is in order to for big that roller-way length is arranged in the range of this The sleeper of part specification, this roller can accommodate the sleeper of two simultaneously.
Further, it is additionally provided with canopy, after canopy is installed, the impact to sulfur cement mortar anchorage for the weather can be reduced, can be round-the-clock Produced.
Compared with prior art, beneficial effects of the present invention:
1st, sulfur cement mortar anchorage incorporates production line, and reserved spiral channel nail is clean, dry, reduces borehole cleaning, dries the sulfur cement mortar anchorages such as hole Operation, can carry out factorial construction management, assembly line work, substantially increase sulfur cement mortar anchorage efficiency and quality.With traditional work Skill compares, and decreases sleeper and transports, scatters, piling up neatly the intermediate links such as code, has saved the input of manpower and plant equipment, reduced Trackways engineering construction cost.
2nd, decrease land use area, thus saving the cost of use in soil.
3rd, after roller bed conveying line installs canopy, the impact to sulfur cement mortar anchorage for the weather can be reduced, can carry out round-the-clock uninterrupted Construction
4th, the sleeper precast construction that this technique is later provides a kind of new mode of production, can dramatically increase construction effect Benefit.
Brief description
Fig. 1 is a kind of illustrating in the station structure carrying out sulfur cement mortar anchorage of production line for sleeper sulfur cement mortar anchorage of the present invention Figure;
Fig. 2 is the station structure schematic diagram of the sulfur cement mortar anchorage added with canopy;
Fig. 3 is a kind of knot in the transmission line carrying out sulfur cement mortar anchorage of the production line for sleeper sulfur cement mortar anchorage of the present invention Structure schematic diagram;
Fig. 4 is the top view of Fig. 2;
Fig. 5 is the front view of the anchor frame that a kind of production line for sleeper sulfur cement mortar anchorage of the present invention uses;
Fig. 6 is the top view of the anchor frame that a kind of production line for sleeper sulfur cement mortar anchorage of the present invention uses;
In figure labelling:
1- roller, 2- supporting leg, 3- frame, 4- support, 5- motor, 6- actuating device, 7- protective cover, 8- sleeper, 9- anchors Frame, 91- railway spike sleeve, 92- cross rib, 93- base, 94- hand holding handle, 10- guard rail, 11- canopy
Specific embodiment
Fig. 1 is the station of sulfur cement mortar anchorage technique in production line, arranges organic frame 3, be provided with frame 3 on supporting leg 2 Roller 1.Support 4 is also mounted on supporting leg, and support 4 is used for supporting motor 5.Motor 5 is connected with roller 1 by actuating device 6, And the rotation of roller 1 can be driven, realize the transmission of supply line.The length of roller 1 is 800mm in the present embodiment, can be simultaneously Place two sleepers 8, can improve production efficiency.As shown in figure 1, being provided with protective cover 7 on actuating device 6, protective cover 7 is used for Prevent debris from entering infringement frame for movement.Referring to Fig. 2, canopy 11 is also equipped with the station of sulfur cement mortar anchorage, canopy 11 is installed Afterwards, the impact to sulfur cement mortar anchorage for the weather can be reduced, can round-the-clock be produced.Referring to Fig. 3 and Fig. 4, transmission line upper roller 1 leads to Cross chain to be connected with driving means, the driving means on a transmission line drive several rollers 1, one in the present embodiment Driving means drive 12 rollers 1 to rotate, and are provided with the high guard rail of 40cm 10 in transmission line both sides, using the circle of diameter 20mm Steel is welded, and its effect is to prevent from personnel in sleeper course of conveying from entering transmission line scope to cause personnel to injure.Transmission line Road length is 40m, meets 5 minutes anchoring 10 sleepers.The station of sulfur cement mortar anchorage technique is arranged on transmission line starting end, works as anchor Consolidate sleeper next station is transported to by transmission line.The anchor frame 9 using referring to Fig. 5 and 6, this production line, anchoring Two symmetrical railway spike sleeves 91 are provided with the base 93 of frame 9, are connected with cross rib in railway spike sleeve 91, to improve whole anchoring The rigidity of frame 9 and intensity.It is provided with Magnet in two symmetrical railway spike sleeve 91 inwalls, the setting of Magnet is used for controlling sleeper spiral The inconsistent phenomenon of road staple height.Referring to Fig. 5 and 6, between two railway spike sleeves 91 anchoring 9 framves, it is provided with cross rib 92, in this reality Apply and in example, be provided with two cross ribs being parallel to each other 92, cross rib 92 can improve whole anchor frame strength and stiffness.Anchor frame 9 Both sides are additionally provided with hand holding handle 94, and hand holding handle 94 is the rectangular steel tube of setting between railway spike sleeve 91 and base 93, hand holding handle 94 The workman that is disposed to cheaply hold.Railway spike sleeve 91 inwall of anchor frame 9 is provided with Magnet, and the setting of Magnet is used for controlling rail The highly inconsistent phenomenon of pillow screw spike.The using method of this production line is by driving means run time, in sleeper Run to time when stopping one during operation position, at this moment anchor frame 9 is ready to according to sleeper model and anchorage point, and installs Good screw spike, shuts sleeper 8 with plugging material and reserves screw spike bottom hole, pour sulfur cement mortar anchorage mortar into, screw spike is hung down Straight cutting enters in the hole, makes base 93 back bevel of anchor frame, bottom surface against sleeper shoulder block, support rail groove face.Waiting sleeper pause 30s- After 50s, remove anchor frame, continue to forward, root out the outer sulphur-bonded mortar fused mass of overfolw hole with grafter, in screw spike round platform Lower and surrounding support rail rooved face uniformly brushes insulation antirusting paint, completes sulfur cement mortar anchorage operation process.

Claims (8)

1. a kind of production line for sleeper sulfur cement mortar anchorage is it is characterised in that include roller, frame, support, supporting leg, transmission dress Put, driving means, described roller is arranged in described frame, and described driving means and actuating device are installed on the bracket, Described driving means are connected with described actuating device, and described actuating device is connected with described roller, and described support and frame are all pacified It is contained on described supporting leg, also include anchor frame, the railway spike sleeve that described anchor frame base is symmetrically arranged with.
2. the production line of sleeper sulfur cement mortar anchorage according to claim 1 is it is characterised in that the railway spike sleeve of described anchor frame It is provided with cross rib.
3. sleeper sulfur cement mortar anchorage according to claim 2 production line it is characterised in that described anchor frame be additionally provided with hand-held Handle.
4. the production line of sleeper sulfur cement mortar anchorage according to claim 2 is it is characterised in that the railway spike sleeve of described anchor frame Inwall is provided with Magnet.
5. the production line of sleeper sulfur cement mortar anchorage according to claim 1 it is characterised in that be provided with anti-in described roller both sides Guardrail.
6. the production line of sleeper sulfur cement mortar anchorage according to claim 1 is it is characterised in that being additionally provided with protective cover, described Actuating device is located in described protective cover.
7. the production line of sleeper sulfur cement mortar anchorage according to claim 1 is it is characterised in that described roller length 800- 900mm.
8. the production line of sleeper sulfur cement mortar anchorage according to claim 1 is it is characterised in that be additionally provided with canopy.
CN201611021136.6A 2016-11-15 2016-11-15 Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper Pending CN106337323A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611021136.6A CN106337323A (en) 2016-11-15 2016-11-15 Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611021136.6A CN106337323A (en) 2016-11-15 2016-11-15 Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper

Publications (1)

Publication Number Publication Date
CN106337323A true CN106337323A (en) 2017-01-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611021136.6A Pending CN106337323A (en) 2016-11-15 2016-11-15 Production Line for Sulfur Anchoring for Prestressed Concrete Sleeper

Country Status (1)

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CN (1) CN106337323A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100263174A1 (en) * 2009-04-15 2010-10-21 Enlisted Design, LLC Magnetic safety pushpin
CN201922501U (en) * 2010-10-25 2011-08-10 乐昌市安捷铁路轨枕有限公司 Double-block type sleeper demoulding process line
CN102699995A (en) * 2012-06-15 2012-10-03 中铁十局集团有限公司 Roll shaft channel device of double-block type sleeper production line
CN103128847A (en) * 2013-02-20 2013-06-05 廊坊海斯建材机械有限公司 Double-block type sleeper production line and production process thereof
CN203158708U (en) * 2012-12-31 2013-08-28 何德裕 Stepping device of sleeper production line and sleeper production line
CN105463951A (en) * 2016-01-15 2016-04-06 中铁四局集团有限公司 Positive anchor anchoring frame for sulfur anchoring mortar of railway sleeper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100263174A1 (en) * 2009-04-15 2010-10-21 Enlisted Design, LLC Magnetic safety pushpin
CN201922501U (en) * 2010-10-25 2011-08-10 乐昌市安捷铁路轨枕有限公司 Double-block type sleeper demoulding process line
CN102699995A (en) * 2012-06-15 2012-10-03 中铁十局集团有限公司 Roll shaft channel device of double-block type sleeper production line
CN203158708U (en) * 2012-12-31 2013-08-28 何德裕 Stepping device of sleeper production line and sleeper production line
CN103128847A (en) * 2013-02-20 2013-06-05 廊坊海斯建材机械有限公司 Double-block type sleeper production line and production process thereof
CN105463951A (en) * 2016-01-15 2016-04-06 中铁四局集团有限公司 Positive anchor anchoring frame for sulfur anchoring mortar of railway sleeper

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C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Chen Jianjun

Inventor after: Zhong Weixiang

Inventor after: He Mingjun

Inventor after: Yu Jinqiu

Inventor after: Li Guoquan

Inventor after: Li Yongcheng

Inventor before: Chen Jianjun

Inventor before: Zhong Weixiang

Inventor before: He Mingjun

Inventor before: Yu Jinqiu

Inventor before: Li Guoquan

Inventor before: Li Yongcheng

RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170118