CN212764064U - Precast beam roof plate reinforcement hoist and mount system - Google Patents
Precast beam roof plate reinforcement hoist and mount system Download PDFInfo
- Publication number
- CN212764064U CN212764064U CN202021224993.8U CN202021224993U CN212764064U CN 212764064 U CN212764064 U CN 212764064U CN 202021224993 U CN202021224993 U CN 202021224993U CN 212764064 U CN212764064 U CN 212764064U
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- Prior art keywords
- steel bar
- precast beam
- bar binding
- reinforcement
- top plate
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 238000007599 discharging Methods 0.000 claims abstract description 30
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000010276 construction Methods 0.000 description 4
- 239000011513 prestressed concrete Substances 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a precast beam roof reinforcement hoist and mount system, include: the prefabricated beam top plate steel bar binding and discharging device, the steel bar binding rail trolley and the hoisting device; the prefabricated beam top plate steel bar binding and discharging device comprises two groups of vertical supports, a longitudinal support, a prefabricated beam top plate steel bar discharging frame and guide rails which are symmetrically arranged; the longitudinal support, the guide rail and the second transverse support form a steel bar binding operation panel; the steel bar binding rail trolley comprises a frame body, a top operation station vertical surface and a bottom pulley, wherein the bottom pulley can slide in a guide rail, and the steel bar binding rail trolley is 25cm higher than a steel bar binding operation panel; the hoisting device is used for hoisting the embedded steel bars after binding. The utility model discloses a precast beam roof plate reinforcement hoist and mount system carries out the standardized operation of reinforcement through precast beam roof plate reinforcement steel ligature discharging equipment and reinforcement rail car to the deformation of stepping on of reinforcement in-process has been stopped to the precast beam roof plate reinforcement steel ligature quality of effective control.
Description
Technical Field
The utility model relates to a building engineering machine tool technical field, concretely relates to precast beam roof steel bar ligature hoist and mount system.
Background
The assembly type prestressed concrete beam is an important component in the construction process of a highway bridge, and the construction quality of the assembly type prestressed concrete beam can be guaranteed, so that more economic benefits can be obtained for enterprises. Therefore, in actual work, the quality control of the precast box girder for reinforcing the highway bridge is necessary, and particularly the working procedure of steel bar binding is necessary.
Trample more when current precast beam roof reinforcement and be under construction on the roof reinforcing bar, the low and quality control of efficiency of construction is relatively poor, and the reinforcing bar warp seriously, and the quality hidden danger is big and the ligature progress is slow, can not compromise quality and high efficiency simultaneously.
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information forms the prior art already known to a person skilled in the art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a precast beam roof reinforcement hoist and mount system to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a precast beam roof plate reinforcement hoist and mount system includes: the prefabricated beam top plate steel bar binding and discharging device, the steel bar binding rail trolley and the hoisting device; the prefabricated beam top plate steel bar binding and discharging device comprises two groups of vertical supports, a longitudinal support, a prefabricated beam top plate steel bar discharging frame and guide rails which are symmetrically arranged; each group of vertical supports comprises a plurality of vertical supports which are arranged at intervals, and the upper parts of two symmetrically arranged vertical supports are fixedly connected through a first transverse support; the two longitudinal supports are arranged at the tops of the two groups of vertical supports in parallel and are respectively and fixedly connected with the tops of the two groups of vertical supports; the two precast beam top plate steel bar discharging frames are respectively arranged at the tops of the two longitudinal supports, a plurality of slots are vertically arranged at intervals downwards from the upper end surface of each precast beam top plate steel bar discharging frame, the slots of the two precast beam top plate steel bar discharging frames correspond to each other in position, and the two slots opposite in position are used for placing embedded steel bars; the two guide rails are respectively and fixedly connected to the outer sides of the longitudinal supports through a plurality of second transverse supports, wherein each second transverse support and one vertical support are positioned on the same vertical plane and form a right-angle structure; and wherein the longitudinal support, the guide rail and the second transverse support form a reinforcement bar binding operation panel; the steel bar binding rail trolley comprises a frame body, a top operation station vertical surface and a bottom pulley, wherein the bottom pulley can slide in a guide rail, and the steel bar binding rail trolley is 25cm higher than a steel bar binding operation panel; the hoisting device is used for hoisting the embedded steel bars after binding.
In a preferred embodiment, the frame body of the steel bar binding rail trolley comprises two first frames which are arranged in parallel and two second frames which are perpendicular to the first frames, and a bamboo plywood is laid on the top surface of the frame body to form a top operation standing face.
In a preferred embodiment, the lower parts of the two ends of the frame body are connected with rectangular support frames, and the bottom surfaces of the rectangular support frames are connected with pulleys.
In a preferred embodiment, the distance between the pulleys at the two ends of the bottom of the steel bar binding trolley is matched with the distance between the two guide rails.
In a preferred embodiment, the height of the precast beam roof reinforcement emission rack is smaller than that of the reinforcement binding rail trolley.
In a preferred embodiment, the frame body and the rectangular support frame of the steel bar binding rail trolley are both angle steel.
In a preferred embodiment, the precast beam roof reinforcement bar binding and discharging device further comprises a plurality of groups of transverse limiting structures, and each group of transverse limiting structures is vertically arranged on the second transverse support.
Compared with the prior art, the utility model discloses a precast beam roof plate reinforcement hoist and mount system's beneficial effect is: the utility model discloses a set up precast beam roof reinforcement discharging equipment, reinforcement rail car and hoist device, trample on reinforcement rail car through reinforcement personnel, move on precast beam roof reinforcement discharging equipment's guide rail and walk ligature precast beam roof reinforcing bar. Because the steel bar binding track trolley is 25cm higher than the steel bar binding panel of the top plate of the precast beam, the binding of steel bars is facilitated, and the operation of personnel is facilitated. The utility model discloses a prefabricated roof beam roof plate reinforcement discharging equipment and reinforcement trolley carry out the standardized operation of reinforcement to the deformation is stepped on in stepping on of reinforcement in-process has been stopped to the reinforcement ligature quality of effective control prefabricated roof beam roof plate reinforcement.
Drawings
Fig. 1 is the local perspective view of the precast beam roof reinforcement lifting system of the preferred embodiment of the present invention.
Fig. 2 is a front view of the steel bar binding rail trolley according to the preferred embodiment of the present invention.
Fig. 3 is a top view of the steel bar binding rail trolley according to the preferred embodiment of the present invention.
Description of the main reference numerals:
the device comprises a prefabricated beam top plate steel bar binding and discharging device, a 2-steel bar binding track trolley, 11-vertical supports, 12-first transverse supports, 13-longitudinal supports, 14-prefabricated beam top plate steel bar discharging frames, 15-guide rails, 16-second transverse supports and 17-transverse limiting structures.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below. The embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative work, all belong to the protection scope of the present invention.
Throughout the specification and claims, unless explicitly stated otherwise, the word "comprise", or variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated element or component but not the exclusion of any other element or component.
As shown in fig. 1-3, the utility model discloses preferred embodiment's precast beam roof plate reinforcement hoist system includes: precast beam roof steel bar ligature discharging equipment 1, steel bar ligature small rail car 2 and hoist device. The precast beam top plate steel bar binding and discharging device 1 comprises two groups of vertical supports 11, a longitudinal support 13, a precast beam top plate steel bar discharging frame 14 and a guide rail 15 which are symmetrically arranged. Wherein, each group of vertical supports 11 comprises a plurality of vertical supports 11 arranged at intervals, and the upper parts of two vertical supports 11 arranged symmetrically are fixedly connected through a first transverse support 12. The two longitudinal supports 13 are arranged at the tops of the two groups of vertical supports 11 in parallel and are respectively and fixedly connected with the tops of the two groups of vertical supports 11. Two precast beam roof reinforcing bar discharging frames 14 are respectively arranged at the tops of the two longitudinal supports 13, a plurality of slots 141 are vertically arranged at intervals downwards from the upper end face of each precast beam roof reinforcing bar discharging frame 14, the slots 141 of the two precast beam roof reinforcing bar discharging frames 14 are corresponding in position, and the two slots 141 opposite in position are used for placing an embedded reinforcing bar. The two guide rails 15 are respectively and fixedly connected to the outer sides of the longitudinal supports 13 through a plurality of second transverse supports 16, wherein each second transverse support 16 and one vertical support 11 are located on the same vertical plane and form a right-angle structure. And wherein the longitudinal bracket 14, the guide rail 15 and the second lateral bracket 16 form a reinforcement bar binding operation panel. The steel bar binding small rail car 2 comprises a frame body 21, a top operation standing surface 22 and a bottom pulley 23. Wherein the bottom pulley 23 can slide in the guide rail 15 and wherein the reinforcement trolley 2 is 25cm higher than the reinforcement operating panel. The hoisting device is used for hoisting the embedded steel bars after binding.
In a preferred embodiment, as shown in fig. 2-3, the frame body 21 of the steel-bar binding trolley comprises two first frames 211 arranged in parallel and two second frames 212 perpendicular to the first frames 211, and bamboo plywood is laid on the top surface of the frame body to form the top working standing surface 22.
In a preferred embodiment, rectangular support frames 24 are connected to the lower portions of the two ends of the frame body 21, and pulleys 23 are connected to the bottom surfaces of the rectangular support frames 24.
In a preferred embodiment, the distance between the pulleys at the two ends of the bottom of the steel bar binding trolley 2 is matched with the distance between the two guide rails 15, and the height of the precast beam top plate steel bar discharge frame 4 is smaller than that of the steel bar binding trolley 2, so that the steel bar binding trolley 2 can slide in the guide rails 15.
In a preferred embodiment, the frame body 21 and the rectangular support frame 24 of the steel bar binding trolley 2 are both angle steel.
In a preferred embodiment, the precast beam roof reinforcement and arranging device 1 further comprises a plurality of groups of transverse limiting structures 17, each group of transverse limiting structures 17 is vertically arranged on the second transverse support 16, the number of each group of transverse limiting structures 17 is two, two transverse limiting structures 17 are arranged at intervals, and a baffle 18 can be placed between the two transverse limiting structures 17.
In a preferred embodiment, the reinforcement bar binding operation panel of the precast beam roof reinforcement bar binding and discharging device 1 is 1.2m higher from the ground so as to be convenient for a person to operate.
In another preferred embodiment, the distance between the two precast beam roof slab reinforcing steel bar discharging frames 14 is 170cm, and the distance between each precast beam roof slab reinforcing steel bar discharging frame 14 and the guide rail 15 at the outer side thereof is 50 cm. The distance between the two tracks 15 is 2.9m, and the guide rail 3 is a channel steel with the width of 10 cm. The slot 141 has a width of 1.5cm and a depth of 10 cm.
The utility model discloses a when precast beam roof reinforcing bar ligature hoist and mount system used, with many ring type embedded steel bars vertical insert precast beam roof reinforcing bar discharging rack 14's slot 141 respectively, and it is spacing through horizontal limit structure 17, arrange annular embedded steel bar neatly, insert many longitudinal reinforcement and pre-buried corrugated metal pipe along the direction that is on a parallel with longitudinal support 13 in the centre of ring type reinforcing bar, operating personnel stands on the facade 22 of standing of top operation of reinforcement trolley 2, tie up the reinforcing bar along with the slip walking of reinforcement trolley 2, tie up and transfer the fortune through hoist device after accomplishing.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a precast beam roof plate reinforcement hoist and mount system which characterized in that: precast beam roof plate reinforcement hoist system includes: the prefabricated beam top plate steel bar binding and discharging device, the steel bar binding rail trolley and the hoisting device;
the prefabricated beam top plate steel bar binding and discharging device comprises two groups of vertical supports, a longitudinal support, a prefabricated beam top plate steel bar discharging frame and guide rails which are symmetrically arranged; each group of vertical supports comprises a plurality of vertical supports which are arranged at intervals, and the upper parts of two symmetrically arranged vertical supports are fixedly connected through a first transverse support; the two longitudinal supports are arranged on the tops of the two groups of vertical supports in parallel and are respectively and fixedly connected with the tops of the two groups of vertical supports; the two precast beam top plate steel bar discharge frames are respectively arranged at the tops of the two longitudinal supports, a plurality of slots are vertically and downwards arranged on each precast beam top plate steel bar discharge frame from the upper end surface at intervals, the slots of the two precast beam top plate steel bar discharge frames correspond to each other in position, and the two slots opposite in position are used for placing embedded steel bars; the two guide rails are respectively and fixedly connected to the outer sides of the longitudinal supports through a plurality of second transverse supports, wherein each second transverse support and one vertical support are positioned on the same vertical plane and form a right-angle structure; and wherein the longitudinal support, the guide rail and the second transverse support form a rebar tying operating panel;
the steel bar binding trolley comprises a frame body, a top operation station vertical surface and a bottom pulley, wherein the bottom pulley can slide in the guide rail, and the steel bar binding trolley is 25cm higher than the steel bar binding operation panel;
the hoisting device is used for hoisting the embedded steel bars after binding.
2. The precast beam roof plate reinforcement hoisting system of claim 1, characterized in that: the support body of the steel bar binding rail trolley comprises two first frames which are arranged in parallel and two second frames which are perpendicular to the first frames, and a bamboo plywood is laid on the top surface of the support body to form the vertical surface of the top operation station.
3. The precast beam roof plate steel bar binding and hoisting system according to claim 2, characterized in that: the lower parts of the two ends of the frame body are connected with rectangular support frames, and the bottom surfaces of the rectangular support frames are connected with the pulleys.
4. The precast beam roof plate reinforcement lifting system of claim 3, characterized in that: and the distance between the pulleys at the two ends of the bottom of the steel bar binding rail trolley is matched with the distance between the two guide rails.
5. The precast beam roof plate reinforcement lifting system of claim 3, characterized in that: the height of the precast beam top plate steel bar discharge frame is smaller than that of the steel bar binding rail trolley.
6. The precast beam roof plate reinforcement lifting system of claim 4, characterized in that: the frame body of the steel bar binding rail trolley and the rectangular support frame are both angle steel.
7. The precast beam roof plate reinforcement hoisting system of claim 1, characterized in that: the precast beam top plate steel bar binding and discharging device further comprises a plurality of groups of transverse limiting structures, and each group of transverse limiting structures is vertically arranged on the second transverse support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021224993.8U CN212764064U (en) | 2020-06-29 | 2020-06-29 | Precast beam roof plate reinforcement hoist and mount system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021224993.8U CN212764064U (en) | 2020-06-29 | 2020-06-29 | Precast beam roof plate reinforcement hoist and mount system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212764064U true CN212764064U (en) | 2021-03-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021224993.8U Expired - Fee Related CN212764064U (en) | 2020-06-29 | 2020-06-29 | Precast beam roof plate reinforcement hoist and mount system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212764064U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086769A (en) * | 2021-11-16 | 2022-02-25 | 北京好运达智创科技有限公司 | Position adjustable reinforcement device |
-
2020
- 2020-06-29 CN CN202021224993.8U patent/CN212764064U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086769A (en) * | 2021-11-16 | 2022-02-25 | 北京好运达智创科技有限公司 | Position adjustable reinforcement device |
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| GR01 | Patent grant | ||
| 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: 20210323 |