CN207888892U - Concrete sleeper truss bars automatic installation apparatus - Google Patents
Concrete sleeper truss bars automatic installation apparatus Download PDFInfo
- Publication number
- CN207888892U CN207888892U CN201820215671.3U CN201820215671U CN207888892U CN 207888892 U CN207888892 U CN 207888892U CN 201820215671 U CN201820215671 U CN 201820215671U CN 207888892 U CN207888892 U CN 207888892U
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- China
- Prior art keywords
- mechanical arm
- truss bars
- automatic
- crossbeam
- truss
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Abstract
The utility model discloses a kind of concrete sleeper truss bars automatic installation apparatus, mechanical arm mounting bracket is equipped with above mold rollgang, mechanical arm is installed, mechanical arm is moved by automatic sliding rail edge perpendicular to sleeper mould conveying direction between first crossbeam, second cross beam;Mechanical arm includes that mechanical arm carries frame, and mechanical arm carries installation under frame, and there are two the automatic telescopic mechanical grippers extended straight down, automatic telescopic mechanical gripper bottom end to be equipped with handgrip cross bar, and handgrip cross bar both ends are respectively equipped with movable clamping jaw;Mold rollgang side is equipped with truss bars mounting table, and truss bars are stored on truss bars mounting table.The utility model realizes truss bars in the production of double-block type concrete sleeper and presets the problem of step lacks automation equipment, and smart machine realizes truss bars crawl, lifting, places technique, reduces labor intensity, saves manpower, improve production efficiency.
Description
Technical field
The utility model is related to sleeper manufacturing field more particularly to a kind of concrete sleeper truss steelframe automatic installation apparatus.
Background technology
Currently, concrete sleeper is using relatively broad, the ripe main Stdedf sleepers for including France in non-fragment orbit
(sleeper connecting component uses angle steel) and German radar 2000(Sleeper connecting component uses steel bar girder).
China is by foreign production technology, and in conjunction with China's actual conditions, and it is double to develop SK-2 types on this basis
Block type sleeper, the truss bars used are the space welding structure of three straight chord member reinforcing bars and two waveform web member reinforcing bars.
This steel bar girder sleeper of domestic production is using 235 high-speed rods of HPB as raw material, through cold rolling, straightening, bending and welding etc.
Process produces.Welded steel fabric (Welded steel fabric) is by vertical, horizontal reinforcing bar in factory respectively with certain
Spacing arrangement and mesh sheet that mutually at a right angle, whole crosspoints weld together, be novel, efficient, energy saving, reinforcing concrete
The construction timber of structure, with quality of welding spot is reliable, bar spacing is stable, saves steel, improves work efficiency, reducing cost, antidetonation
The advantages that cracking resistance is good.
Currently, production SK-2 double-block type concrete sleepers are all made of unit pipelining production technology, but it is limited by existing
There is equipment automatization horizontal, needs that manually truss bars are placed into sleeper mould before concreting, be accomplished manually positioning
With pour before fixed work, it is time-consuming and laborious, seriously constrain the operating efficiency of assembly line.
Utility model content
The purpose of this utility model is a kind of concrete sleeper truss bars automatic installation apparatus of design.
For the above-mentioned purpose of utility model of realization, the technical solution of the utility model is:A kind of concrete sleeper truss bars from
Dynamic mounting device includes the mold rollgang of conveying sleeper mould, mechanical arm mounting bracket, institute is equipped with above mold rollgang
It includes first crossbeam, the second cross beam perpendicular to sleeper mould conveying direction, first crossbeam, second cross beam to state mechanical arm mounting bracket
It is erected above sleeper mould by pillar respectively;Automatic sliding rail, first crossbeam, are equipped on first crossbeam, second cross beam
Mechanical arm is installed, mechanical arm is moved by automatic sliding rail edge perpendicular to sleeper mould conveying direction between two crossbeams;
The mechanical arm includes that mechanical arm carries frame, and mechanical arm carries frame and is mounted on automatic sliding rail, and mechanical arm carries frame
There are two the automatic telescopic mechanical gripper extended straight down, two automatic telescopic mechanical gripper installation sites point for lower installation
It Dui Ying not be at the inside a quarter in truss bars length direction both ends;Automatic telescopic mechanical gripper bottom end is equipped with
Handgrip cross bar, handgrip cross bar both ends are respectively equipped with movable clamping jaw;
Mold rollgang side is equipped with truss bars mounting table, is positioned on truss bars mounting table and is stored with truss
Reinforcing bar;Truss bars are placed in inverted ladder type on truss bars mounting table, two are one group, are equipped with stirrup, Truss Steel below
Muscle is coupled as one with stirrup with steel wire connecting hook;
PLC control cabinet is installed on the strut support.
The utility model has the beneficial effects that:
The utility model realizes truss bars in the production of double-block type concrete sleeper and presets step shortage automation equipment
The problem of, it intelligently realizes truss bars crawl, lifting, place technique, reduce labor intensity, save manpower, improve
Production efficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is mechanical arm structural schematic diagram;
Fig. 3 is truss bars structural schematic diagram.
Specific implementation mode
Below in conjunction with attached drawing, the technical scheme in the utility model embodiment is clearly and completely described.
As shown in Figure 1, 2, 3, a kind of concrete sleeper truss bars automatic installation apparatus includes the mould of conveying sleeper mould 1
Has rollgang(It is not drawn into figure), mold rollgang top is equipped with mechanical arm mounting bracket 2, the packet of mechanical arm mounting bracket 2
The first crossbeam 201 perpendicular to 1 conveying direction of sleeper mould, second cross beam 202 are included, first crossbeam 201, second cross beam 202 divide
1 top of sleeper mould is not located at by strut support 203;It is equipped with automatic sliding rail 204 on first crossbeam 201, second cross beam 202,
Mechanical arm 3 is installed, mechanical arm 3 is by automatic sliding rail 204 along perpendicular to sleeper mould between first crossbeam 201, second cross beam 202
Has the movement of 1 conveying direction.
The mechanical arm 3 includes that mechanical arm carries frame 301, and mechanical arm carries frame 301 and is mounted on automatic sliding rail 204, machine
Tool arm carries 301 times installations of frame, and there are two the automatic telescopic mechanical gripper 302 extended straight down, two automatic telescopic machines
302 installation site of tool handgrip corresponds at the inside a quarter in 4 length direction both ends of truss bars respectively;It is described to stretch automatically
302 bottom end of contraction type mechanical handgrip is equipped with handgrip cross bar 303, and 303 both ends of handgrip cross bar are respectively equipped with movable clamping jaw 304;
Mold rollgang side is equipped with truss bars mounting table 5, is positioned on truss bars mounting table 5 and is stored with purlin
Frame reinforcing bar 4;Truss bars 4 are placed in inverted ladder type on truss bars mounting table 5, two are one group, are equipped with stirrup below
401,402, truss bars 4 are coupled as one with stirrup 401,402 with steel wire connecting hook.
PLC control cabinet 6 is installed on the pillar 203.
PLC control cabinet 6 controls automatic sliding rail 204 and the movement of mechanical arm 3 is driven to complete the crawl of truss bars 4, lift by crane, put
It sets, accurate, precision height is installed, production efficiency is high.
The described embodiments are only a part of the embodiments of the utility model, instead of all the embodiments.Based on this
Embodiment in utility model, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
Claims (1)
1. a kind of concrete sleeper truss bars automatic installation apparatus, which is characterized in that the mold conveying including conveying sleeper mould
Roller-way, mold rollgang top are equipped with mechanical arm mounting bracket, and the mechanical arm mounting bracket includes being conveyed perpendicular to sleeper mould
First crossbeam, the second cross beam in direction, first crossbeam, second cross beam are erected at by pillar above sleeper mould respectively;First
It is equipped with automatic sliding rail on crossbeam, second cross beam, mechanical arm is installed between first crossbeam, second cross beam, mechanical arm passes through certainly
It is moved perpendicular to sleeper mould conveying direction on dynamic sliding rail edge;
The mechanical arm includes that mechanical arm carries frame, and mechanical arm carries frame and is mounted on automatic sliding rail, and mechanical arm carries pacifies under frame
For dress there are two the automatic telescopic mechanical gripper extended straight down, two automatic telescopic mechanical gripper installation sites are right respectively
It should be at the inside a quarter in truss bars length direction both ends;Automatic telescopic mechanical gripper bottom end is equipped with handgrip
Cross bar, handgrip cross bar both ends are respectively equipped with movable clamping jaw;
Mold rollgang side is equipped with truss bars mounting table, is positioned on truss bars mounting table and is stored with Truss Steel
Muscle;Truss bars are placed in inverted ladder type on truss bars mounting table, two are one group, are equipped with stirrup, truss bars below
It is coupled as one with steel wire connecting hook with stirrup;
PLC control cabinet is installed on the pillar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820215671.3U CN207888892U (en) | 2018-02-07 | 2018-02-07 | Concrete sleeper truss bars automatic installation apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820215671.3U CN207888892U (en) | 2018-02-07 | 2018-02-07 | Concrete sleeper truss bars automatic installation apparatus |
Publications (1)
Publication Number | Publication Date |
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CN207888892U true CN207888892U (en) | 2018-09-21 |
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CN201820215671.3U Active CN207888892U (en) | 2018-02-07 | 2018-02-07 | Concrete sleeper truss bars automatic installation apparatus |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108284510A (en) * | 2018-02-07 | 2018-07-17 | 北京好运达智创科技有限公司 | Concrete sleeper truss bars automatic installation apparatus |
CN109624067A (en) * | 2018-12-26 | 2019-04-16 | 广西宏发重工机械有限公司 | A kind of reinforcing bar delivery device of structuring formwork machine |
-
2018
- 2018-02-07 CN CN201820215671.3U patent/CN207888892U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108284510A (en) * | 2018-02-07 | 2018-07-17 | 北京好运达智创科技有限公司 | Concrete sleeper truss bars automatic installation apparatus |
CN109624067A (en) * | 2018-12-26 | 2019-04-16 | 广西宏发重工机械有限公司 | A kind of reinforcing bar delivery device of structuring formwork machine |
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