CN203755117U - Equipment device for improving slip-form paver - Google Patents
Equipment device for improving slip-form paver Download PDFInfo
- Publication number
- CN203755117U CN203755117U CN201420054974.3U CN201420054974U CN203755117U CN 203755117 U CN203755117 U CN 203755117U CN 201420054974 U CN201420054974 U CN 201420054974U CN 203755117 U CN203755117 U CN 203755117U
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- China
- Prior art keywords
- template
- sliding
- paver
- width
- telescopic advance
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- Expired - Fee Related
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- Road Paving Machines (AREA)
Abstract
The utility model belongs to an equipment device for improving a slip-form paver. The equipment device is composed of a rack, a travelling track vehicle and a vibration seat frame, wherein side form boards are arranged at the both ends of the bottom of the vibration seat frame; a road width adjustment slip-form device is arranged on the side form board at one end; and the road width adjustment slip-form device is composed of an adjustment slip-form board, a height adjustment board, a hanging ring, a telescopic adjustment rod, a sleeve rod, an adjustment bolt, a connection seat and a bolt hole. The equipment device disclosed by the utility model is capable of adjusting the paving width of the paver according to different road needs to meet various topographical requirements. The equipment device is simple in structure, low in use cost, convenient to detach and install, flexible to adjust, high in construction efficiency, good in paving effect, and high in paving speed.
Description
Technical field
The utility model belongs to a kind of apparatus that improves slip form paver.
Background technology
At present, in Slipform Constraction in Cement Concrete, paver is to utilize the paver bed die of fixed dimension and slip side form through screw distribution, the sequence of operations extrusion modling cement concrete pavement such as vibrate.But this traditional paver is in the comparatively complicated region of some landform such as hill path, ring road, because width of roadway differs, the cross-shaped appearance in some road surface, need to dismantle repacking repeatedly by paver conventionally, to ensure that width and width of roadway between two slip side forms adapt to; Or need the frequent paver of changing different widths of roadway.Thereby cause construction to waste time and energy, engineering cost is large, and efficiency of construction is low, affects the whole progress that paves.
Summary of the invention
The purpose of this utility model is a kind of apparatus that improves slip form paver of design, can need to adjust according to different road surfaces the paving width of paver, to adapt to various landform requirements, have simple in structure, use cost is low, easy accessibility, flexible adjustment, efficiency of construction is high and paving effect is good and the fireballing advantage that paves.
For this reason, the utility model is made up of frame, traveling crawler car and vibration mounting.Two ends, vibration mounting bottom are provided with side template, wherein the side template of one end is provided with width of roadway and regulates sliding form apparatus, described width of roadway regulates sliding form apparatus by regulating sliding template, DOCK LEVELER, suspension ring, telescopic advance lever, loop bar, adjusting bolt, Connection Block and bolt hole form, regulating sliding template is the L-shaped batten in side, regulate the two ends, inner side of synovial membrane plate affixed with one end of two telescopic advance levers respectively, the other end of each telescopic advance lever is set in respectively in two loop bars, the other end of loop bar is fixed on Connection Block, Connection Block is provided with bolt hole, the bolt hole that Connection Block passes on it by bolt is fixed on the side template of one end, regulate the bottom of synovial membrane plate to be provided with DOCK LEVELER, regulate the upper surface of synovial membrane plate to be provided with suspension ring, regulate synovial membrane plate to be connected with frame upper end by the hoist cable on suspension ring.One end face of described adjusting sliding template is fixed on side template on one side by telescopic advance lever, loop bar and Connection Block, regulates the sliding formwork that forms width to be paved between the other end of sliding template and the side template of another side.Described loop bar is fixed the telescopic advance lever in it by the adjusting bolt on it, and adjusting bolt is screwed onto on the loop bar of telescopic advance lever insertion end.The described height of adjusting sliding template is identical with the thickness of rigid pavement.Distance between described adjusting sliding template and body opposite side template is identical with the width of rigid pavement.Described sling length is adjustable-length.Said structure design has reached the purpose of this utility model.
The utility model can need to be adjusted according to different road surfaces the paving width of paver, to adapt to various landform requirements, has simple in structurely, and use cost is low, easy accessibility, and flexible adjustment, efficiency of construction is high and paving effect is good and the fireballing advantage that paves.Facts have proved: use cost of the present utility model is only 10% of traditional structure, efficiency of construction improves more than 3 times, has result of use.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is use status architecture schematic diagram of the present utility model.
Fig. 3 is use status architecture schematic diagram of the present utility model.
Specific embodiments
As shown in Figure 1 to Figure 3, a kind of apparatus that improves slip form paver, is mainly made up of frame 12, vibration mounting 9 and traveling crawler car 18.Two ends, vibration mounting bottom are provided with side template 17, and wherein the side template of one end is provided with width of roadway and regulates sliding form apparatus.Adjust width of roadway to regulate an end face of the adjusting sliding template of sliding form apparatus to be fixed on side template on one side by telescopic advance lever 5, loop bar and Connection Block, regulate the other end of sliding template to hold on the sidewall of rigid pavement; Regulate the sliding formwork that forms width to be paved between the other end of sliding template and the side template of another side.
As shown in Figure 1, described width of roadway regulates sliding form apparatus by regulating sliding template 6, DOCK LEVELER 7, suspension ring 8, telescopic advance lever 5, loop bar 2, adjusting bolt 1, Connection Block 3 and bolt hole 4 to be formed.Regulating sliding template is the L-shaped batten in side.Regulate the two ends, inner side of synovial membrane plate affixed with one end of two telescopic advance levers respectively, the other end of each telescopic advance lever is set in respectively in two loop bars, and the other end of loop bar is fixed on Connection Block, and Connection Block (four bights) is provided with bolt hole.The bolt hole that Connection Block passes on it by bolt is fixed on the side template of one end.Regulate the bottom of synovial membrane plate to be provided with DOCK LEVELER, the effect of DOCK LEVELER is to make to regulate sliding template to be positioned at suitable height.The upper surface of adjusting synovial membrane plate is spacing distance and is provided with two suspension ring 8, regulates synovial membrane plate to be connected with frame upper end by the hoist cable 11 on suspension ring.
Described loop bar is fixed the telescopic advance lever in it by the adjusting bolt on it, and adjusting bolt is screwed onto on the loop bar of telescopic advance lever insertion end.When need to adjust between DOCK LEVELER and Connection Block (or and Connection Block be fixed in side template on one side) distance time, unscrew adjusting bolt, adjust long (or shortening) between the two after length the telescopic advance lever part pull-out (or indentation) that is positioned at loop bar, then tighten adjusting bolt and fix both.
As shown in Figures 2 and 3, the frame lower end of slip form paver is connected with vibration mounting 9 by joint pin 15, and vibration mounting is provided with the device joint chair 10 that shakes, and in the device joint chair that shakes, is provided with vibrating spear 16.Frame both sides are provided with the under-chassis 13 that floats, and floating engine underfooting end is connected with traveling crawler car 18 by hydraulic pressure frame 14, is conventional art, therefore be not repeated.
The height of described adjusting sliding template is identical with the thickness of rigid pavement 19.Distance between described adjusting sliding template and body opposite side template is identical with the width of rigid pavement.
Described sling length is adjustable-length, can on hoist cable, establish length regulator, adjusts to facilitate the height that regulates sliding template.
When use, first will regulate sliding template one end to be arranged on the side template of a side with bolt by telescopic advance lever, loop bar and Connection Block, and fix its height by hoist cable and DOCK LEVELER.Regulate the lower end of sliding template to hold on the road surface, lower end of rigid pavement sidewall by DOCK LEVELER, regulate sliding template according to the required width paving in soil surface to be laid cement, distance of stretch out and draw back by the telescopic advance lever on adjusting sliding template in loop bar, to adjust the distance regulating between synovial membrane plate and side template, after reaching suitable width, be fixed by adjusting bolt, adjust adjusting sliding template is fixed in frame with hoist cable afterwards.Carry out cement cloth through spiral distributor in to sliding formwork, the cement material that forms road surface falls into and regulates between sliding template and the side template of a side, be that cement material is full of in the sliding formwork on road surface to be laid cement, vibrating spear vibrates the cement material in it, then rubbing flat-topped ridge cement charge level with the hands rubs with the hands flat, by the floating cement charge level of suspension wiping tablet, can complete the paving process on this section concrete road surface again.Then, slip form paver moves ahead and drives the utility model and other device to carry out the paving process on next section concrete road surface.
In a word, the utility model can need to be adjusted according to different road surfaces the paving width of paver, to adapt to various landform requirements, has simple in structurely, and use cost is low, easy accessibility, and flexible adjustment, efficiency of construction is high and paving effect is good and the fireballing advantage that paves.
Claims (6)
1. one kind is improved the apparatus of slip form paver, by frame, traveling crawler car and vibration mounting form, it is characterized in that: two ends, vibration mounting bottom are provided with side template, wherein the side template of one end is provided with width of roadway and regulates sliding form apparatus, described width of roadway regulates sliding form apparatus by regulating sliding template, DOCK LEVELER, suspension ring, telescopic advance lever, loop bar, adjusting bolt, Connection Block and bolt hole form, regulating sliding template is the L-shaped batten in side, regulate the two ends, inner side of synovial membrane plate affixed with one end of two telescopic advance levers respectively, the other end of each telescopic advance lever is set in respectively in two loop bars, the other end of loop bar is fixed on Connection Block, Connection Block is provided with bolt hole, the bolt hole that Connection Block passes on it by bolt is fixed on the side template of one end, regulate the bottom of synovial membrane plate to be provided with DOCK LEVELER, regulate the upper surface of synovial membrane plate to be provided with suspension ring, regulate synovial membrane plate to be connected with frame upper end by the hoist cable on suspension ring.
2. by the apparatus of improvement slip form paver claimed in claim 1, it is characterized in that: an end face of described adjusting sliding template is fixed on side template on one side by telescopic advance lever, loop bar and Connection Block, regulates the sliding formwork that forms width to be paved between the other end of sliding template and the side template of another side.
3. by the apparatus of improvement slip form paver claimed in claim 1, it is characterized in that: described loop bar is fixed the telescopic advance lever in it by the adjusting bolt on it, adjusting bolt is screwed onto on the loop bar of telescopic advance lever insertion end.
4. by the apparatus of improvement slip form paver claimed in claim 1, it is characterized in that: the described height of adjusting sliding template is identical with the thickness of rigid pavement.
5. by the apparatus of improvement slip form paver claimed in claim 1, it is characterized in that: the distance between described adjusting sliding template and body opposite side template is identical with the width of rigid pavement.
6. by the apparatus of improvement slip form paver claimed in claim 1, it is characterized in that: described sling length is adjustable-length.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420054974.3U CN203755117U (en) | 2014-01-27 | 2014-01-27 | Equipment device for improving slip-form paver |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420054974.3U CN203755117U (en) | 2014-01-27 | 2014-01-27 | Equipment device for improving slip-form paver |
Publications (1)
Publication Number | Publication Date |
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CN203755117U true CN203755117U (en) | 2014-08-06 |
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CN201420054974.3U Expired - Fee Related CN203755117U (en) | 2014-01-27 | 2014-01-27 | Equipment device for improving slip-form paver |
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CN (1) | CN203755117U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104634224A (en) * | 2014-12-22 | 2015-05-20 | 天津大学 | Highway pavement paving thickness plug-in automatic measuring device |
CN109208437A (en) * | 2018-11-09 | 2019-01-15 | 石家庄辰启科技有限公司 | Deformable paver side template control device and paver |
CN110777619A (en) * | 2019-10-28 | 2020-02-11 | 陈建军 | Telescopic postposition concrete sliding die |
CN111691266A (en) * | 2020-06-02 | 2020-09-22 | 文泽 | Blind person's passageway cement paving equipment |
CN112391898A (en) * | 2020-11-23 | 2021-02-23 | 俞凯 | Construction method of rolling type asphalt concrete pavement |
CN112921760A (en) * | 2019-12-05 | 2021-06-08 | 维特根有限公司 | Width adjustable die device |
CN114808715A (en) * | 2022-04-25 | 2022-07-29 | 阜阳市科信交通工程试验检测有限公司 | Bridge construction is with intelligent equipment that paves |
-
2014
- 2014-01-27 CN CN201420054974.3U patent/CN203755117U/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104634224A (en) * | 2014-12-22 | 2015-05-20 | 天津大学 | Highway pavement paving thickness plug-in automatic measuring device |
CN104634224B (en) * | 2014-12-22 | 2017-05-17 | 天津大学 | Highway pavement paving thickness plug-in automatic measuring device |
CN109208437A (en) * | 2018-11-09 | 2019-01-15 | 石家庄辰启科技有限公司 | Deformable paver side template control device and paver |
CN110777619A (en) * | 2019-10-28 | 2020-02-11 | 陈建军 | Telescopic postposition concrete sliding die |
CN112921760A (en) * | 2019-12-05 | 2021-06-08 | 维特根有限公司 | Width adjustable die device |
CN112921760B (en) * | 2019-12-05 | 2024-05-28 | 维特根有限公司 | Width-adjustable die device |
CN111691266A (en) * | 2020-06-02 | 2020-09-22 | 文泽 | Blind person's passageway cement paving equipment |
CN111691266B (en) * | 2020-06-02 | 2021-11-05 | 合肥蓝川生态科技有限公司 | Blind person's passageway cement paving equipment |
CN112391898A (en) * | 2020-11-23 | 2021-02-23 | 俞凯 | Construction method of rolling type asphalt concrete pavement |
CN114808715A (en) * | 2022-04-25 | 2022-07-29 | 阜阳市科信交通工程试验检测有限公司 | Bridge construction is with intelligent equipment that paves |
CN114808715B (en) * | 2022-04-25 | 2023-08-29 | 阜阳市科信交通工程试验检测有限公司 | Intelligent paving equipment for bridge construction |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140806 Termination date: 20150127 |
|
EXPY | Termination of patent right or utility model |