CN202000226U - Pouring device for concrete slabs on railway double-slab ballastless track bed - Google Patents

Pouring device for concrete slabs on railway double-slab ballastless track bed Download PDF

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Publication number
CN202000226U
CN202000226U CN2011201085691U CN201120108569U CN202000226U CN 202000226 U CN202000226 U CN 202000226U CN 2011201085691 U CN2011201085691 U CN 2011201085691U CN 201120108569 U CN201120108569 U CN 201120108569U CN 202000226 U CN202000226 U CN 202000226U
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CN
China
Prior art keywords
chute
double
wheel assembly
concrete
travelling wheel
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Expired - Lifetime
Application number
CN2011201085691U
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Chinese (zh)
Inventor
韩海亮
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 12th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Original Assignee
China Railway 12th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
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Priority to CN2011201085691U priority Critical patent/CN202000226U/en
Application granted granted Critical
Publication of CN202000226U publication Critical patent/CN202000226U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model discloses a distributing and pouring device for concrete slabs on a railway double-slab ballastless track bed, which comprises a movable chute and a suspended chute. During construction of concrete slabs on a left line and a right life of a double-slab ballastless track, bilateral position interchange of the movable chute and the suspended chute is achieved through a fixed shaft sleeve fixed to a vertical post, a movable cover plate disposed on the suspended chute is used for distributing concrete at two ends and in the middle of each double-slab sleeper, operators use a vibrating rammer to tamp the concrete compact on an operating platform, and a travel frame comprises longitudinal beams, the vertical posts, horizontal connecting rods, transvers coupling rods and a travel wheel assembly. The distributing and pouring device is simple in structure, low in cost, timesaving, easy to maintain, low in failure rate and the like, monthly construction progress is twice faster than that using foreign equipment, and the distributing and pouring device is widely applied to construction of concrete slabs of railway double-slab ballastless track beds.

Description

The apparatus for pouring of the double-block type non-fragment rail bed concrete slab of a kind of railway
Technical field
The utility model relates to the double-block type non-fragment rail bed concrete slab cast of railway, is specifically related to the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of a kind of railway.
Background technology
The railway ballastless track construction technology is to grow up domestic recent years, the most of complete construction equipment abroad of introducing of double-block type ballastless track site operation, find that in use external concrete placer (being worth about 2,600,000 yuan of RMB) exists the concrete distributing fault rate higher, maintenance load is big, every month utilization rate is less than 35%, has a strong impact on defectives such as construction period of railway ballastless track and benefit.
Summary of the invention
The purpose of this utility model provides the substitute products of a kind of external " the double-block type non-fragment rail bed concrete slab casting machine of railway ".Simple in structure, cost is low, save time, easy-maintaining, less trouble, the cost cost is 1/65 of an import equipment, the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of a kind of fast railway of construction.
In order to overcome external concrete placer cost height, concrete distributing fault rate height, the shortcoming that is difficult for reparation, the technical solution of the utility model is to solve like this: this device comprises by concrete distributing mechanism, the travelling wheel assembly, the row frame is formed, special character of the present utility model be described concrete distributing mechanism by movable chute with hang chute and be connected, described suspension chute is provided with opening at sleeper head and sleeper centre position, opening part is established the drawer type removable cover, hang chute and pass through draw-in groove, hook places on longeron and the lower transverse beam, two top rails of described capable frame and four angles, two ends of two lower transverse beams are connected with four root architecture columns, one end respectively, the top of four root architecture columns is connected with two last longerons respectively, the lower end is connected with two following longerons respectively, top rail is connected with at least two last longerons respectively with lower transverse beam, last longeron and the 3rd connects column and is connected, the centre is connected with another structural upright, another structural upright is connected with fixed hub, described fixed hub inner chamber inserts rotating shaft pin, described rotating shaft pin is by connecting steel plate and leading to lever and movable chute connects into integral body, the other end of a described structural upright is connected with travelling wheel assembly one end, the middle part of four one structural upright is connected with middle longeron, at least connect four operating platforms on the lower transverse beam, inserted vibrating spear on the described operating platform, top rail left end (or right-hand member) connects a switchbox, and described travelling wheel assembly drives and is the manpower driving.
Described suspension chute is the suspension chute that move all around.
Described movable chute is the move left and right chute, and does 90 degree rotations.
Described travelling wheel assembly is height-adjustable travelling wheel assembly.
The utility model is compared with external concrete placer, have simple in structure, cost is low, save time, easy-maintaining, less trouble characteristics, the employed material of complete machine job site is easily looked for, replaceable degree height.In certain special line for passenger trains non-fragment orbit construction, the non-fragment orbit concrete slab of pouring into a mould less than 40,000 yuan of simple and easy casting machines with cost satisfies the non-fragment orbit required precision, about construction daily progress and overseas equipment are not poor, construction month progress is faster more than 2 times than overseas equipment, extensively is used in the construction of the double-block type non-fragment rail bed concrete slab of railway.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is I-I sectional view of Fig. 1;
Fig. 3 is II-II sectional view of Fig. 1;
Fig. 4 is drawer type removable cover and suspension chute location diagram;
Fig. 5 is the utility model structure construction operating mode schematic diagram.
The specific embodiment
Accompanying drawing is embodiment of the present utility model.
Below in conjunction with accompanying drawing summary of the invention is described further:
With reference to Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of a kind of railway, comprise by concrete distributing mechanism, the travelling wheel assembly, the row frame is formed, described concrete distributing mechanism by movable chute 1 with hang chute 2 and be connected, described suspension chute 2 is provided with opening at sleeper head and sleeper centre position, opening part is established drawer type removable cover 5, hang chute 2 by draw-in groove 21, hook 19 places on longeron 20 and the lower transverse beam 11, two top rails 16 of described capable frame and four angles, two ends of two lower transverse beams 11 are connected with four root architecture columns, 13 1 ends respectively, the top of four root architecture columns 13 is connected with two last longerons 9 respectively, the lower end is connected with two following longerons 14 respectively, top rail 16 is connected with at least two last longerons 9 respectively with lower transverse beam 11, last longeron 9 and the 3rd connects column 10 and is connected, the centre is connected with another structural upright 12, another structural upright 12 is connected with fixed hub 3, described fixed hub 3 inner chambers insert rotating shaft pin 4, described rotating shaft pin 4 is by connecting steel plate and leading to lever and movable chute 1 connects into integral body, the other end of a described structural upright 13 is connected with travelling wheel assembly 8 one ends, the middle part of four root architecture columns 13 is connected with middle longeron 20, at least connect four operating platforms 15 on the lower transverse beam 11, inserted vibrating spear 7 on the described operating platform 15, top rail 16 left ends (or right-hand member) connect a switchbox 6, and described travelling wheel assembly drives and is the manpower driving.
In order to adapt to different concreting thickness, travelling wheel assembly 8 can height up and down, satisfy different concreting thickness needs, travelling wheel assembly 8 travels in the vertical template groove of non-fragment orbit or on the ground, hanging chute 2 can transfer all around, movable chute 1 can about transfer and do 90 degree rotations, to satisfy ballastless track bed concrete slab of the left and right line of construction railroad and current miscellaneous equipment needs.
All material is all taken from the job site, full payment is less than 40,000 yuan, concrete material loading utilization activity chute 1 and suspension chute 2 are accomplished zero failure basically, transferring about movable chute 1 and suspension chute 2 makes this machine be fit to the line operation of the concrete left and right sides of railway ballastless track, travelling wheel assembly 8 up and down satisfies the inconsistent requirement of non-fragment orbit concrete height in roadbed, bridge, tunnel, and repair materials can be write with facility at the construction field (site).
In sum, the new using method of this practicality is summarized as follows:
1, running part is positioned in the vertical template groove of non-fragment orbit or on the ground;
2, will hang chute 2 according to the left and right line of railway ballastless track concrete construction and movable chute 1 is positioned on the needs fluid concrete relevant position;
3, concrete delivery truck is poured into concrete in the movable chute 1, by movable chute 1 concrete is flowed into and hangs in the chute 2, and drawer type removable cover 5 in the suspension chute 2 and front opening are placed in concrete in the middle of sleeper limit 18, both sides and the sleeper 17;
4, the workman on the operating platform 15 is closely knit with concrete vibrating;
5, manually this machine is passed to next sleeper space;
6, since the circulation of the 3rd step;
7, pass through if any miscellaneous equipment in the construction, movable chute is revolved turn 90 degrees;
8, this machine needs 5 of workmans, is respectively 3 people and passing equipment 2 people on the operating platform.

Claims (4)

1. the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of railway, comprise by concrete distributing mechanism, the travelling wheel assembly, the row frame is formed, it is characterized in that described concrete distributing mechanism by movable chute (1) with hang chute (2) and be connected, described suspension chute (2) is provided with opening at sleeper head and sleeper centre position, opening part is established drawer type removable cover (5), hang chute (2) by draw-in groove (21), hook (19) places on longeron (20) and the lower transverse beam (11), four angles, two ends of two top rails (16) of described capable frame and two lower transverse beams (11) are connected with four root architecture columns (13) one ends respectively, the top of four root architecture columns (13) is connected with two last longerons (9) respectively, the lower end is connected with two following longerons (14) respectively, top rail (16) is connected with at least two last longerons (9) respectively with lower transverse beam (11), last longeron (9) and the 3rd connects column (10) and is connected, the centre is connected with another structural upright (12), another structural upright (12) is connected with fixed hub (3), described fixed hub (3) inner chamber inserts rotating shaft pin (4), described rotating shaft pin (4) is by connecting steel plate and leading to lever and movable chute (1) connects into integral body, the other end of a described structural upright (13) is connected with travelling wheel assembly (8) one ends, the middle part of four root architecture columns (13) is connected with middle longeron (20), at least connect four operating platforms (15) on the lower transverse beam (11), inserted vibrating spear (7) on the described operating platform (15), top rail (16) left end (or right-hand member) connects a switchbox (6), and described travelling wheel assembly drives and is the manpower driving.
2. the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of railway according to claim 1 is characterized in that described suspension chute is the suspension chute that move all around.
3. the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of railway according to claim 1 is characterized in that described movable chute is the move left and right chute, and does 90 degree rotations.
4. the apparatus for pouring of the double-block type non-fragment rail bed concrete slab of railway according to claim 1 is characterized in that described travelling wheel assembly is height-adjustable travelling wheel assembly.
CN2011201085691U 2011-04-14 2011-04-14 Pouring device for concrete slabs on railway double-slab ballastless track bed Expired - Lifetime CN202000226U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201085691U CN202000226U (en) 2011-04-14 2011-04-14 Pouring device for concrete slabs on railway double-slab ballastless track bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201085691U CN202000226U (en) 2011-04-14 2011-04-14 Pouring device for concrete slabs on railway double-slab ballastless track bed

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CN202000226U true CN202000226U (en) 2011-10-05

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510435A (en) * 2012-06-19 2014-01-15 中铁十九局集团第一工程有限公司 Concrete pouring device for ballastless track base board
CN104775340A (en) * 2015-03-24 2015-07-15 中交一航局第四工程有限公司 Intra-tunnel elastic support block type ballastless track dual-line construction process
CN106192608A (en) * 2016-08-29 2016-12-07 中冶焦耐(大连)工程技术有限公司 A kind of coke oven coke-pusher machine track foundation construction method
CN108699780A (en) * 2016-02-16 2018-10-23 普拉塞-陶依尔铁路出口股份有限公司 The circuit upper part work machinery method ballast bed with compacting

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510435A (en) * 2012-06-19 2014-01-15 中铁十九局集团第一工程有限公司 Concrete pouring device for ballastless track base board
CN104775340A (en) * 2015-03-24 2015-07-15 中交一航局第四工程有限公司 Intra-tunnel elastic support block type ballastless track dual-line construction process
CN104775340B (en) * 2015-03-24 2016-09-14 中交一航局第四工程有限公司 Block type ballastless track two-wire construction technology is flexibly supported in tunnel
CN108699780A (en) * 2016-02-16 2018-10-23 普拉塞-陶依尔铁路出口股份有限公司 The circuit upper part work machinery method ballast bed with compacting
CN108699780B (en) * 2016-02-16 2021-06-04 普拉塞-陶依尔铁路出口股份有限公司 Machinery for upper engineering of line and method for tamping ballast bed
CN106192608A (en) * 2016-08-29 2016-12-07 中冶焦耐(大连)工程技术有限公司 A kind of coke oven coke-pusher machine track foundation construction method

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Granted publication date: 20111005

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