CN205313981U - Fluid pressure type pier shaft reinforcing bar processing die carrier - Google Patents
Fluid pressure type pier shaft reinforcing bar processing die carrier Download PDFInfo
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- CN205313981U CN205313981U CN201521054576.2U CN201521054576U CN205313981U CN 205313981 U CN205313981 U CN 205313981U CN 201521054576 U CN201521054576 U CN 201521054576U CN 205313981 U CN205313981 U CN 205313981U
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- CN
- China
- Prior art keywords
- mould bases
- side mould
- reinforcing bar
- pier body
- crane
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Abstract
The utility model relates to a pier shaft reinforcing bar processing field, concretely relates to fluid pressure type pier shaft reinforcing bar processing die carrier, include: first side form frame, second side form frame, bottom die carrier, hoisting machine construct and hydraulic system, first side form frame and second side form frame are located bottom die carrier upper end both sides respectively for first side form frame, second side form frame and bottom die carrier form the open processing district in a top, first side form frame top is provided with and is used for the guide the track that the hoist and mount system removed, bottom die carrier one side and first side form frame fixed connection, opposite side are equipped with and are used for the gliding slide rail of second side form frame, make second side form frame is in hydraulic system's control is down along keeping away from or be close to the direction slip that first side form put up, hoisting machine constructs and to include, set up in crane on the track, one end extends to with the continuous other end of crane the cantilever and the reinforcing bar crane of setting on the cantilever of processing district top.
Description
Technical field
The utility model relates to pier body steel bar meter field, is specifically related to a kind of hydraulic pressure formula pier body steel bar meter mould bases.
Background technology
Along with the fast development of China's communication, bridge construction is as the important component part in communications and transportation system, and the development of economy is all played a part extremely important by construction, the operation state of bridge. In the process of construction of bridge construction, all be there is impact to a certain degree by the construction of bridge pier pier body in construction duration, quality, especially the construction technology of pier body reinforcing bar, because of during the course with working aloft, and required erection, fixing equipment and material are more, this technique directly constrains the construction speed of bridge pier, also indirectly have impact on the completion duration of bridge.
What the construction technology of traditional pier body reinforcing bar mainly adopted is after whole straight, the rust cleaning of pier body reinforcing bar and bending process complete, and is transported to bridge site. First carry out measuring alignment according to drawing before pier construction, check that planimetric position, basis, elevation and Dun Tai's buries reinforcement location, erection construction scaffolding in advance, then according to working drawing, the gradation such as pier body steel wire binding bar, main muscle are carried out colligation welding. In reinforcing bar binding welding process, if when need to connect long and overlapping welding, need first to be temporarily fixed on scaffolding by reinforcing bar, then weld; Framework Of Steel Reinforcement need to arrange appropriate cushion block at different heights place, to keep reinforcing bar accurate position in a template and protective layer thickness.
In the construction process of traditional technology, because of pier body reinforcing bar construction need to being exposed in external environment, workman need to carry out in conjunction with practical situation such as scaffolding, cushion block temporary facilitieies, therefore traditional pier body reinforcement construction has the shortcomings such as construction environment is severe, execution conditions are higher, operation is numerous and diverse, cause the present situation that the construction duration is longer and stdn is poor of pier body, making project speed slow, quality is poor.
Practical novel content
Main purpose of the present utility model is to solve traditional pier body reinforcing bar binding Problems existing in background technology, it is provided that the hydraulic pressure formula pier body steel bar meter mould bases that a kind of simple to operate, efficiency raising, Quality advance, cost reduce.
Above-mentioned technical purpose of the present utility model is achieved by the following technical programs:
A kind of hydraulic pressure formula pier body steel bar meter mould bases, comprising: the first side mould bases, the 2nd side mould bases, bottom mould bases, hoisting mechanism and hydraulic efficiency system; First side mould bases and the 2nd side mould bases lay respectively at both sides, mould bases upper end, bottom so that the first side mould bases, the 2nd side mould bases and bottom mould bases form open processing district, a top; Described first mould bases top, side is provided with the track for guiding described hoisting mechanism to move; Mould bases side, described bottom is fixedly connected with the first side mould bases, and another side is provided with the slide rail for the 2nd side mould bases slides so that described 2nd side mould bases under the control of described hydraulic efficiency system along away from or slide near the direction of the first side mould bases; Described hoisting mechanism comprises, the crane being arranged on described track, and one end is connected with crane the reinforcing bar crane that the other end extends to the cantilever above described processing district and is arranged on cantilever. The spacing of the first side mould bases, the 2nd side mould bases is determined by hydraulic efficiency system, the size of fixing processing district thus ensure that the accurate size of pier body reinforcing bar, hoisting mechanism is utilized to realize the lifting steel bar meter welding of mechanize, save manual operation, improve the security of processing, after machining, recycling HYDRAULIC CONTROL SYSTEM the 2nd side mould bases is opened, and utilizes hoisting mechanism to be hung out by the pier body reinforcing bar after completing simultaneously.
As preferably, described processing district bottom wall and sidewall being provided with the positioning strip in order to location and steady brace, for location and fixing main reinforce position, it is to increase pier body processing precision of reinforcing steel bar.
As preferably, the 2nd side mould bases is provided with triangular support bracket away from the first mould bases side, side, in order to improve the intensity of the 2nd side mould bases, ensure that pier body reinforcing bar is not out of shape in the course of processing.
As preferably, described hydraulic efficiency system comprises, hydropress, the hydrostatic control case in order to hydraulic control machine and the hydraulic control switch in order to operation that one end is fixed on described bottom mould bases and the other end is connected with described 2nd side mould bases, in order to control the folding of the 2nd side mould bases quickly and easily.
As preferably, being connected by the trilateral steelframe of two parallel settings between described crane and cantilever, ensure the stable of cantilever.
As preferably, described reinforcing bar crane is provided with the chuck in order to clamping reinforcing bar, chuck stretches into described processing district by messenger wire from reinforcing bar crane or return back on reinforcing bar crane from described processing district, facilitate the operation of workman, it is to increase the security of workman's working efficiency and construction.
As preferably, described first side mould bases and the 2nd parallel setting of side mould bases, the straight setting of both initial section, tail end is bending to the same side gradually, in order to adapt to the shape of pier body reinforcing bar.
As preferably, described track is provided with the above hoisting mechanism of two covers, more steady when lifting reinforcing bar, ensure that the accuracy of processing, and improve dress and hang efficiency.
As preferably, described 2nd side mould bases or bottom mould bases also are provided with to identify the scale of the 2nd side mould bases activity distance, in order to the distance between good control mould bases, ensure the accuracy of pier body rebar sizes.
In sum, the beneficial effects of the utility model:
1. a kind of hydraulic pressure formula pier body steel bar meter mould bases that the utility model provides is by the reinforcing mat of fixing mould bases centralized production all fronts bridge pier, operating environment is friendly, achieve the centralized production pattern from cooked mode one by one to batch production, this greatly increases overall working efficiency, avoids qualitative problems of construction. Improve in traditional pier body reinforcement construction technique, manpower need to be relied on the colligation welding of pier body reinforcing mat is carried out in pier location, reinforcement location, spacing etc. all need manual measurement to determine, and the operating environment of the operation such as welding, colligation makes details operating procedure more numerous and diverse dilatory because of the change of muscle position, the present situation that construction is loaded down with trivial details, work efficiency is lower of the pier body reinforcing mat that this causes.
2. a kind of hydraulic pressure formula pier body steel bar meter mould bases that the utility model provides makes the welding assembly that is fabricated into of reinforcing bar escalate into streamlined streamline operration, make construction more flexibly, efficiently, solve in traditional pier body reinforcement construction operation, the waste problem that the disappearance of the input of associated construction personnel material very big, on-the-spot needs to carry out between factory and scene coordinating to solve and causes, greatly reduces tooling cost.
3. a kind of hydraulic pressure formula pier body steel bar meter mould bases that the utility model provides so that the quality of pier body concrete-bar component is greatly improved, and it also avoid the long-time working aloft of workmen, significantly reduces security risk. In addition, it is convenient to self-inspection, it is easy to the protective layer thickness qualification rate of control pier body reinforcing bar, more than 90%, solves protective layer thickness this big common quality defect not enough. Make quality inspection personnel and management just can well control the quality of pier body reinforcing bar in factory, ensure that the qualification rate of working-yard product.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is cross-sectional view of the present utility model.
Embodiment
Following specific embodiment is only to explanation of the present utility model; it is not to restriction of the present utility model; the present embodiment can be made the amendment not having creative contribution as required by those skilled in the art after reading this specification sheets, but as long as being all subject to the protection of patent law in right of the present utility model.
The utility model is described in detail with embodiment below in conjunction with accompanying drawing.
Embodiment 1:
According to Fig. 1, Fig. 2, a kind of hydraulic pressure formula pier body steel bar meter mould bases, comprising: the first side mould bases 1, the 2nd side mould bases 2, bottom mould bases 3, hoisting mechanism 4 and hydraulic efficiency system 5; First side mould bases 1 and the 2nd side mould bases 2 lay respectively at both sides, mould bases 3 upper end, bottom so that the first side mould bases 1, the 2nd side mould bases 2 and bottom mould bases 3 form open processing district 6, a top; First side mould bases 1 top is provided with the track 11 for guiding hoisting mechanism 4 to move; Bottom mould bases 3 side be fixedly connected with the first side mould bases 1, another side be provided with for the 2nd side mould bases 2 slip slide rail 31 so that the 2nd side mould bases 2 under the control of hydraulic efficiency system 5 along away from or slide near the direction of the first side mould bases 1; Hoisting mechanism 4 comprises, the crane 41 being arranged on track 11, and one end is connected with crane 41 the reinforcing bar crane 43 that the other end extends to cantilever above processing district 6 42 and is arranged on cantilever 42. The spacing of the first side mould bases 1, the 2nd side mould bases 2 is determined by hydraulic efficiency system 5, the size of fixing processing district 6 thus ensure that the accurate size of pier body reinforcing bar, hoisting mechanism 4 is utilized to realize the lifting steel bar meter welding of mechanize, save manual operation, improve the security of processing, after machining, recycling hydraulic efficiency system 5 controls the 2nd side mould bases 2 and opens, and utilizes hoisting mechanism 4 to be hung out by the pier body reinforcing bar after completing simultaneously.
Processing district 6 bottom wall and sidewall are provided with the positioning strip 61 in order to location and steady brace, for location and fixing main reinforce position, it is to increase pier body processing precision of reinforcing steel bar. 2nd side mould bases 2 is provided with triangular support bracket 21 away from the first side mould bases 1 side, in order to improve the intensity of the 2nd side mould bases 2, ensures that pier body reinforcing bar is not out of shape in the course of processing. Hydraulic efficiency system 5 comprises, one end be fixed on bottom mould bases 3 and the other end be connected with the 2nd side mould bases 2 hydropress 51, in order to hydraulic control machine 51 hydrostatic control case 52 and in order to operate hydraulic control switch 53, in order to control the folding of the 2nd side mould bases 2 quickly and easily. It is connected by the trilateral steelframe of two parallel settings between crane 41 with cantilever 42, ensures the stable of cantilever 42. Be provided with the chuck 431 in order to clamping reinforcing bar on reinforcing bar crane 43, chuck 431 stretches into processing district 6 by messenger wire from reinforcing bar crane 43 or return back on reinforcing bar crane 43 from processing district 6, facilitates the operation of workman, it is to increase the security of workman's working efficiency and construction.First side mould bases 1 and the 2nd parallel setting of side mould bases 2, the straight setting of both initial section, tail end is bending to the same side gradually, in order to adapt to the shape of pier body reinforcing bar. Track 11 is provided with the above hoisting mechanism of two covers 4, more steady when lifting reinforcing bar, ensure that the accuracy of processing. The scale also being provided with to identify the 2nd side mould bases 2 activity distance on 2nd side mould bases 2 or bottom mould bases 3, in order to the distance between good control mould bases, ensures the accuracy of pier body rebar sizes.
When the utility model uses, first the 2nd side mould bases 2 is controlled by hydraulic efficiency system 5, be transferred to and the size that pier body reinforcing bar mates mutually, then by the positioning strip 61 in processing district 6 and steady brace and utilize hoisting mechanism 4 to fix stirrup group and main muscle successively, and weld. Then the 2nd side mould bases 2 is loosened by hydraulic efficiency system 5, increase space between mould bases and pier body concrete-bar component, hoisting mechanism 4 is now coordinated to be hung out and joint of polishing by pier body Framework Of Steel Reinforcement again, put plastics cap, after quality inspection personnel self-inspection is qualified, being transported to working-yard again, the assembling simultaneously starting next pier body reinforcing bar prepares.
Embodiment 2:
Being with above-described embodiment 1 difference, track 11 is provided with the above hoisting mechanism of two covers 4, more steady when lifting reinforcing bar, ensure that the accuracy of processing, and improves dress and hang efficiency.
Embodiment 3:
It is with above-described embodiment 1 difference, the 2nd side mould bases 2 or bottom mould bases 3 also are provided with to identify the scale of the 2nd side mould bases 2 activity distance, in order to the distance between good control mould bases, ensure the accuracy of pier body rebar sizes.
Claims (9)
1. a hydraulic pressure formula pier body steel bar meter mould bases, it is characterised in that, comprising: the first side mould bases (1), the 2nd side mould bases (2), bottom mould bases (3), hoisting mechanism (4) and hydraulic efficiency system (5);
First side mould bases (1) and the 2nd side mould bases (2) lay respectively at mould bases (3) both sides, upper end, bottom so that the first side mould bases (1), the 2nd side mould bases (2) and bottom mould bases (3) form open processing district (6), a top;
Described first side mould bases (1) top is provided with the track (11) for guiding described hoisting mechanism (4) movement;
Mould bases (3) side, described bottom is fixedly connected with the first side mould bases (1), another side is provided with the slide rail (31) for the 2nd side mould bases (2) slides so that described 2nd side mould bases (2) under the control of described hydraulic efficiency system (5) along away from or slide near the direction of the first side mould bases (1);
Described hoisting mechanism (4) comprises, the crane (41) being arranged on described track (11), and one end the other end that is connected with crane (41) extends to the cantilever (42) of top, described processing district (6) and the reinforcing bar crane (43) that is arranged on cantilever (42).
2. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 1, it is characterised in that, described processing district (6) bottom wall and sidewall are provided with the positioning strip (61) in order to location and steady brace.
3. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 2, it is characterised in that, the 2nd side mould bases (2) is provided with triangular support bracket (21) away from the first side mould bases (1) side.
4. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 3, it is characterized in that, described hydraulic efficiency system (5) comprises, hydropress (51), the hydrostatic control case (52) in order to hydraulic control machine (51) and the hydraulic control switch (53) in order to operation that one end is fixed on described bottom mould bases (3) and the other end is connected with described 2nd side mould bases (2).
5. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 4, it is characterised in that, it is connected by the trilateral steelframe of two parallel settings between described crane (41) with cantilever (42).
6. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 5, it is characterized in that, being provided with the chuck in order to clamping reinforcing bar (431) on described reinforcing bar crane (43), chuck (431) stretches into described processing district (6) by messenger wire from reinforcing bar crane (43) or return back on reinforcing bar crane (43) from described processing district (6).
7. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 1-6 any one, it is characterised in that, described first side mould bases (1) and the 2nd parallel setting of side mould bases (2), the straight setting of both initial section, tail end is bending to the same side gradually.
8. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 1-6 any one, it is characterised in that, described track (11) is provided with the above hoisting mechanism of two covers (4).
9. a kind of hydraulic pressure formula pier body steel bar meter mould bases according to claim 1-6 any one, it is characterised in that, described 2nd side mould bases (2) or bottom mould bases (3) also are provided with to identify the scale of the 2nd side mould bases (2) activity distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521054576.2U CN205313981U (en) | 2015-12-17 | 2015-12-17 | Fluid pressure type pier shaft reinforcing bar processing die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521054576.2U CN205313981U (en) | 2015-12-17 | 2015-12-17 | Fluid pressure type pier shaft reinforcing bar processing die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205313981U true CN205313981U (en) | 2016-06-15 |
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ID=56185307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521054576.2U Expired - Fee Related CN205313981U (en) | 2015-12-17 | 2015-12-17 | Fluid pressure type pier shaft reinforcing bar processing die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205313981U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105537470A (en) * | 2015-12-17 | 2016-05-04 | 中铁十六局集团第三工程有限公司 | Hydraulic pier shaft rebar machining formwork and pier shaft rebar construction technology |
-
2015
- 2015-12-17 CN CN201521054576.2U patent/CN205313981U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105537470A (en) * | 2015-12-17 | 2016-05-04 | 中铁十六局集团第三工程有限公司 | Hydraulic pier shaft rebar machining formwork and pier shaft rebar construction technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20201217 |