CN109162737A - A kind of self-styled reinforcing steel bar-binding bench vehicle - Google Patents
A kind of self-styled reinforcing steel bar-binding bench vehicle Download PDFInfo
- Publication number
- CN109162737A CN109162737A CN201811281626.9A CN201811281626A CN109162737A CN 109162737 A CN109162737 A CN 109162737A CN 201811281626 A CN201811281626 A CN 201811281626A CN 109162737 A CN109162737 A CN 109162737A
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- China
- Prior art keywords
- hanging beam
- binding
- reinforcing bar
- platform
- styled
- 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
Links
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 47
- 238000010276 construction Methods 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 210000001364 upper extremity Anatomy 0.000 claims description 19
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 101100348084 Drosophila melanogaster CDase gene Proteins 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
Abstract
The present invention relates to a kind of self-styled reinforcing steel bar-binding bench vehicles of depth, comprising: hanging beam and reinforcing bar binding platform vehicle；Hanging beam length is more than or equal to twice of reinforcing bar binding platform vehicle；Front end, middle part and the end of hanging beam are equipped with support construction；Support construction bottom has first walking mechanism；The top of reinforcing bar binding platform vehicle has job platform, and bottom has the second walking mechanism；Reinforcing bar binding platform vehicle can move freely under hanging beam along hanging beam length direction；The latter half of hanging beam has suspender.Self-styled reinforcing steel bar-binding bench vehicle provided by the invention, by pouring trolley in conjunction with the effective technology of reinforcing bar binding platform vehicle, it is bound in advance using reinforcing bar and the uninterrupted continuous construction of concrete casting, in same template number, multiple spot construction not only may be implemented, and effectively shorten the construction period of each segment, while reducing investment, working efficiency greatly improved, provide strong guarantee to total construction period, have a extensive future.
Description
Technical field
The present invention relates to a kind of self-styled reinforcing steel bar-binding bench vehicles, belong to technical field of tunnel construction.
Background technique
To reduce influence of the engineering construction to natural environment, realizes green engineering, take Tunnel Passing lake, river, weir
Method construction is built, solves the limitation of shield construction width.The method that the weir tunnel Zhu Fa takes trolley to construct, existing trolley side
Case substantially there are two types of, a kind of scheme is that reinforcing bar binding and concreting trolley share, it may be assumed that after trolley is moved to designated position,
It is to be supported on top assembling reinforcement with trolley, pouring for concrete is carried out after the completion of reinforcing bar, it is strong to regulation to concrete curing
After degree, trolley moves to next segmental construction, and the disadvantages of this solution is to increase the operation cycle of trolley, reduces the use of trolley
Efficiency, and reinforcing bar process of binding is to the more difficult cleaning of the pollution of template；Another scheme is needed big using independent reinforcing steel bar-binding bench vehicle
Type equipment is suspended in midair to molding reinforcing bar has been bound, and concreting trolley could carry out lower step process in place, the program
The disadvantage is that the large scale equipments such as gantry crane need to be put into, it is costly, and since method construction cofferdam structure type difference, gantry crane are built in weir
Equal large scale equipments are not available.
Summary of the invention
The invention solves technical problems to be: the shortcomings that overcoming above-mentioned technology, provides a kind of easy to operate, concrete curing
Time is not take up the self-styled reinforcing steel bar-binding bench vehicle in trolley period.
In order to solve the above-mentioned technical problem, technical solution proposed by the present invention is: a kind of self-styled reinforcing steel bar-binding bench vehicle, packet
It includes: hanging beam and reinforcing bar binding platform vehicle；The hanging beam length is more than or equal to twice of the reinforcing bar binding platform vehicle；The hanging beam
Front end, middle part and end be equipped with support construction；The support construction bottom has first walking mechanism；The reinforcing bar binding
The top of platform truck has job platform, and bottom has the second walking mechanism；The reinforcing bar binding platform vehicle can be hung described
It is moved freely under beam along the hanging beam length direction；The latter half of the hanging beam has suspender.
Above scheme is further improvement is that the support construction of the hanging beam front end includes propping up before front-end bracket, first
Leg and the second front leg strut；Support construction in the middle part of the hanging beam includes supporting leg in supporting leg and second in first；The hanging beam end
Support construction include rear support leg.
Above scheme is further improvement is that the hanging beam is made of a box-type section girder steel.
Above scheme further improvement is that first front leg strut, the second front leg strut, supporting leg in first, in second
Supporting leg and rear support leg are made of column and corbel；First front leg strut, the second front leg strut, supporting leg in first prop up in second
Leg and rear support leg are symmetrical arranged in the hanging beam two sides；The column of supporting leg is equipped with crossbeam in described second, on the crossbeam
The jack connecting with the hanging beam is installed；The front-end bracket is made of truss structure, and bottom end is equipped with front end column.
Above scheme is further improvement is that the reinforcing bar binding platform vehicle includes the big chamber platform truck for runway
With the small chamber platform truck for piping lane；The big chamber platform truck includes big chamber column and the operation horizontal by the big chamber upright supports
Platform；The job platform is arranged side by side by several steel truss and is formed, and chord member is welded between the steel truss and is fixed；The job platform
Top surface be made of channel steel and checkered steel plate, formed work surface；Also have by track girder truss support on the big chamber platform truck
Track, the first walking mechanism can move on the track.
Above scheme is further improvement is that the side of the big chamber platform truck has oblique job platform；It is described big
Ladder is also equipped on chamber platform truck.
Above scheme is further improvement is that the first walking mechanism and the second walking mechanism are the wheel of strap brake
Rail walking mechanism.
Self-styled reinforcing steel bar-binding bench vehicle provided by the invention, for ultra-wide sections of tunnel construction in, narrow space, workload
Greatly, large scale equipment dispatches feature living of being in a financial strait, and is bound in advance using reinforcing bar and is poured uninterrupted continuous arrangement and method for construction with concrete,
Reinforcing bar binding can be carried out on reinforcing bar binding platform vehicle, is formed while concreting trolley carries out concreting
1 set of concreting trolley of each working face configures the arrangement and method for construction of 1 set reinforcing bar binding platform vehicle, and two procedures construction is mutual not
It influences.Template investment is not only reduced, but also improves construction efficiency.
Scaffold is replaced using moveable reinforcing bar binding platform vehicle, the landing stage of scaffold reduced when assembling reinforcement is assembled
With potential security risk when removing institute's increased additional duration, while eliminating scaffold construction.
By pouring trolley in conjunction with the effective technology of reinforcing bar binding platform vehicle, is bound using reinforcing bar and be poured with concrete in advance
In same template number multiple spot construction not only may be implemented, and effectively shorten applying for each segment in uninterrupted continuous construction
The work period greatly improved working efficiency, provide strong guarantee to total construction period, have a extensive future while reducing investment.
Detailed description of the invention
The present invention will be further explained below with reference to the attached drawings.
Fig. 1 is the present invention one preferred implementation side view example structural schematic diagram.
Fig. 2 is the overlooking structure diagram of Fig. 1.
Fig. 3 is hanging beam and support construction side structure schematic view in Fig. 1.
Fig. 4 is the overlooking structure diagram of Fig. 3.
Fig. 5 is the big chamber platform truck schematic view of the front view in Fig. 1.
Fig. 6 is the side structure schematic view of Fig. 5.
Fig. 7 is the small chamber platform truck schematic view of the front view in Fig. 1.
Fig. 8 is the side structure schematic view of Fig. 7.
Fig. 9 is supporting leg schematic view of the front view in second in Fig. 1.
Specific embodiment
Embodiment
The self-styled reinforcing steel bar-binding bench vehicle of the present embodiment, as depicted in figs. 1 and 2, comprising: hanging beam 1 and reinforcing bar binding platform
Vehicle 18；1 length of hanging beam is more than or equal to twice of reinforcing bar binding platform vehicle 18；Front end, middle part and the end of hanging beam 1 are equipped with support
Structure；Support construction bottom has first walking mechanism 16；The top of reinforcing bar binding platform vehicle 18 has job platform, bottom tool
There is the second walking mechanism 13；Reinforcing bar binding platform vehicle 18 can move freely under hanging beam 1 along 1 length direction of hanging beam；Hanging beam 1
Latter half have suspender 2.First walking mechanism 16 and the second walking mechanism 13 are the wheel-track type walking mechanism of strap brake.
Suspender 2 is symmetrical arranged in 1 two sides of hanging beam, is made of triangle wing plate with suspension hook.
As shown in Figure 3 and Figure 4, hanging beam 1 is made of a box-type section girder steel.Before the support construction of 1 front end of hanging beam includes
Hold bracket 3, the first front leg strut 4 and the second front leg strut 5；The support construction at 1 middle part of hanging beam includes propping up in supporting leg 6 and second in first
Leg 7；The support construction of 1 end of hanging beam includes rear support leg 8.
In first front leg strut 4, the second front leg strut 5, first in supporting leg 6, second supporting leg 7 and rear support leg 8 by column and beam
Support composition；In first front leg strut 4, the second front leg strut 5, first in supporting leg 6, second supporting leg 7 and rear support leg 8 in 1 two sides of hanging beam
It is symmetrical arranged.
Such as Fig. 9, the column 15 of supporting leg 7 is equipped with crossbeam in second, is equipped with the jack connecting with hanging beam 1 on crossbeam
17.In this way, the relative altitude of hanging beam 1 can be adjusted by jack 17.
Front-end bracket 3 is made of truss structure, and bottom end is equipped with front end column.First front leg strut 4, the second front leg strut 5,
Track in one in supporting leg 6, second in the column bottom installation first walking mechanism 16 of supporting leg 7, rear support leg 8 and front-end bracket 3
Wheel.
Reinforcing bar binding platform vehicle 18 includes for the big chamber platform truck of the runway in tunnel and for the piping lane in tunnel
Small chamber platform truck.The arrangement of big chamber platform truck and small chamber platform truck can be arranged concretely according to the actual needs of the site.
As shown in Figure 5 and Figure 6, big chamber platform truck includes big chamber column 12 and the job platform 9 that is supported by big chamber column 12；
Big 12 bottom of chamber column is equipped with rail wheel 13.Job platform 9 is arranged side by side by several steel truss and is formed, and string is welded between steel truss
Bar is fixed；The top surface of job platform 9 is made of channel steel and checkered steel plate, forms work surface；Also have by rail on big chamber platform truck
The track that road beam truss 11 supports, first walking mechanism 16 can move in orbit.The side of big chamber platform truck has oblique
Job platform 10；Ladder 14 is also equipped on big chamber platform truck.
As shown in Figure 7 and Figure 8, small chamber platform truck includes small chamber column and the job platform by small chamber upright supports；Small chamber
Column bottom is equipped with rail wheel.There is workbench between small chamber column, and be disposed with ladder.
When construction, the installation of Section 1 fragment position pours trolley, installs self-carry provided in this embodiment in the front of Section 1 section
Formula reinforcing steel bar-binding bench vehicle；Reinforcing bar binding platform vehicle 18 is located at Section 2 section at this time, and hanging beam then covers the 2nd and Section 3 section.Pour platform
After vehicle is installed, using pour trolley as platform bind Section 1 section roof steel bar and casting concrete, with reinforcing bar binding platform
Vehicle 18 is the roof steel bar that support platform binds Section 2 section；After the completion of the binding of Section 2 section reinforcing bar, 2 lifting top plate steel of suspender is utilized
Muscle, reinforcing bar binding platform vehicle 18 move forward to Section 3 section, and the roof steel bar for carrying out Section 3 section binds work.To Section 1 section
After the completion of concrete curing, pours trolley and demould and run at Section 2 section, roof steel bar is fallen within and is poured on trolley, is poured
Section 2 section concrete.Meanwhile hanging beam 1 then slings the roof steel bar of Section 3 section to one segment of Forward, then reinforcing bar binding is flat
Trolley 18 continues to move along a segment, carries out the reinforcing bar binding work of Section 4 section, so repeats to closure segment.
It is as follows to close up section constructing method: to closing up at preceding 2 segment, roof steel bar, which is fallen within, at this time is poured on trolley for construction, is closed
Hold together at preceding 1 segment to have begun carry out reinforcing bar binding work.Close up progress concreting at preceding 2 segment, hanging beam 1 moves forward
To having poured segment, and front-end bracket 3 is removed, front is supported on by the first front leg strut 4 of hanging beam 1 and has been poured on the top plate of segment.
Hanging beam 1 continues to move along, until the second front leg strut 5 is supported on front and has poured on the top plate of segment, props up before then packing up first
Leg 4.Supporting leg 6 in first is stretched out, falls within it on reinforcing bar binding platform vehicle 18, the top plate of preceding 1 segment is closed up in then 1 lifting of hanging beam
Reinforcing bar.Reinforcing bar binding platform vehicle 18, which moves forward to, closes up segment, and starts the reinforcing bar binding work for carrying out closing up segment.Close up
After the completion of the concrete curing of preceding 2 segment, pours to run to after trolley demoulds and close up preceding 1 segment, hanging beam 1 falls within roof steel bar
It pours on trolley, is poured.Closing up the roof steel bar of segment using 1 lifting of hanging beam, reinforcing bar binding platform vehicle 18 moves forward,
Close up after the completion of the concrete curing of preceding 1 segment, pours trolley demoulding and run to and close up segment position, its roof steel bar is fallen within and is poured
Trolley is built, hanging beam 19 moves forward, pours and close up segment, complete to close up.
It is worked that the self-styled reinforcing steel bar-binding bench vehicle of the present embodiment carries out reinforced slab binding at new working face starting segment
Journey is as follows: hanging beam 1 is walked in place, and hanging beam front-end bracket 3 is installed, and after being installed, hanging beam 19 moves forward a segment, is stretched out
Supporting leg 6 in hanging beam first, is supported on it on reinforcing steel bar-binding bench vehicle 18, and using the 2 lifting reinforcing bar of suspender on hanging beam 19, reinforcing bar is tied up
It pricks trolley and moves forward a segment, and start the reinforcing bar binding work of next segment.
The specific technical solution that the present invention is not limited to the above embodiment, in addition to the implementation, the present invention can also have
Other embodiments.It is all using equivalent replacement formed technical solution, be the present invention claims protection scope.
Claims (7)
1. a kind of self-styled reinforcing steel bar-binding bench vehicle characterized by comprising hanging beam and reinforcing bar binding platform vehicle；The hanging beam is long
Degree is more than or equal to twice of the reinforcing bar binding platform vehicle；Front end, middle part and the end of the hanging beam are equipped with support construction；Institute
Support construction bottom is stated with first walking mechanism；The top of the reinforcing bar binding platform vehicle has job platform, and bottom has
Second walking mechanism；The reinforcing bar binding platform vehicle can move freely under the hanging beam along the hanging beam length direction；
The latter half of the hanging beam has suspender.
2. self-styled reinforcing steel bar-binding bench vehicle according to claim 1, it is characterised in that: the support construction of the hanging beam front end
Including front-end bracket, the first front leg strut and the second front leg strut；Support construction in the middle part of the hanging beam includes supporting leg and the in first
Supporting leg in two；The support construction of the hanging beam end includes rear support leg.
3. self-styled reinforcing steel bar-binding bench vehicle according to claim 1, it is characterised in that: the hanging beam is by a box-type section
Girder steel is constituted.
4. self-styled reinforcing steel bar-binding bench vehicle according to claim 1, it is characterised in that: before first front leg strut, second
Supporting leg, supporting leg in first, supporting leg and rear support leg are made of column and corbel in second；It is propped up before first front leg strut, second
Leg, supporting leg in first, supporting leg and rear support leg are symmetrical arranged in the hanging beam two sides in second；The column of supporting leg in described second
It is equipped with crossbeam, the jack connecting with the hanging beam is installed on the crossbeam；The front-end bracket is made of truss structure,
Its bottom end is equipped with front end column.
5. self-styled reinforcing steel bar-binding bench vehicle according to claim 1, it is characterised in that: the reinforcing bar binding platform vehicle includes
Big chamber platform truck for runway and the small chamber platform truck for piping lane；The big chamber platform truck includes big chamber column and by institute
State the job platform of big chamber upright supports；The job platform is arranged side by side by several steel truss and is formed, and is welded between the steel truss
Chord member is connect to fix；The top surface of the job platform is made of channel steel and checkered steel plate, forms work surface；On the big chamber platform truck
Also there is the track by track girder truss support, the first walking mechanism can move on the track.
6. self-styled reinforcing steel bar-binding bench vehicle according to claim 5, it is characterised in that: the side of the big chamber platform truck has
There is oblique job platform；Ladder is also equipped on the big chamber platform truck.
7. self-styled reinforcing steel bar-binding bench vehicle according to claim 1, it is characterised in that: the first walking mechanism and second
Walking mechanism is the wheel-track type walking mechanism of strap brake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811281626.9A CN109162737A (en) | 2018-10-23 | 2018-10-23 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811281626.9A CN109162737A (en) | 2018-10-23 | 2018-10-23 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109162737A true CN109162737A (en) | 2019-01-08 |
Family
ID=64876244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811281626.9A Pending CN109162737A (en) | 2018-10-23 | 2018-10-23 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
Country Status (1)
| Country | Link |
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| CN (1) | CN109162737A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827351A (en) * | 2020-07-24 | 2020-10-27 | 天津联东兴达科技有限公司 | Concrete reinforcement cage ligature and conversion equipment |
| CN112627539A (en) * | 2020-12-09 | 2021-04-09 | 中国葛洲坝集团第一工程有限公司 | Four-hole inverted siphon top plate double-layer steel bar lifting, positioning and fixing device and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202658529U (en) * | 2012-06-27 | 2013-01-09 | 中铁四局集团机电设备安装有限公司 | Device for integrally hoisting and molding prefabricated reinforced bars for fabricating girders of high-speed rails in situ |
| CN104695335A (en) * | 2015-01-15 | 2015-06-10 | 中铁四局集团第二工程有限公司 | Overall reinforcement binding and hoisting construction method and construction device adopting upstroke movable scaffolding |
| CN207552933U (en) * | 2017-06-20 | 2018-06-29 | 山东恒堃机械有限公司 | Reinforced mesh entirety mould-entering device |
| CN209369829U (en) * | 2018-10-23 | 2019-09-10 | 中铁四局集团第二工程有限公司 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
-
2018
- 2018-10-23 CN CN201811281626.9A patent/CN109162737A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202658529U (en) * | 2012-06-27 | 2013-01-09 | 中铁四局集团机电设备安装有限公司 | Device for integrally hoisting and molding prefabricated reinforced bars for fabricating girders of high-speed rails in situ |
| CN104695335A (en) * | 2015-01-15 | 2015-06-10 | 中铁四局集团第二工程有限公司 | Overall reinforcement binding and hoisting construction method and construction device adopting upstroke movable scaffolding |
| CN207552933U (en) * | 2017-06-20 | 2018-06-29 | 山东恒堃机械有限公司 | Reinforced mesh entirety mould-entering device |
| CN209369829U (en) * | 2018-10-23 | 2019-09-10 | 中铁四局集团第二工程有限公司 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827351A (en) * | 2020-07-24 | 2020-10-27 | 天津联东兴达科技有限公司 | Concrete reinforcement cage ligature and conversion equipment |
| CN112627539A (en) * | 2020-12-09 | 2021-04-09 | 中国葛洲坝集团第一工程有限公司 | Four-hole inverted siphon top plate double-layer steel bar lifting, positioning and fixing device and construction method |
| CN112627539B (en) * | 2020-12-09 | 2022-09-20 | 中国葛洲坝集团第一工程有限公司 | Four-hole inverted siphon top plate double-layer steel bar lifting, positioning and fixing device and construction method |
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