CN215055760U - Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field - Google Patents
Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field Download PDFInfo
- Publication number
- CN215055760U CN215055760U CN202121175308.1U CN202121175308U CN215055760U CN 215055760 U CN215055760 U CN 215055760U CN 202121175308 U CN202121175308 U CN 202121175308U CN 215055760 U CN215055760 U CN 215055760U
- Authority
- CN
- China
- Prior art keywords
- wall
- resistant
- wind
- steel bar
- bar processing
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a structure of toppling is prevented in reinforcement processing field anti-wind, top outer wall including ground is equipped with the square groove that the equidistance distributes, the bottom inner wall of square groove is fixed with the concrete base, the top outer wall of concrete base is equipped with rag bolt, rag bolt's inner wall difference fixedly connected with outside stand and inboard stand, the stiffening plate has all been welded to the bottom outer wall of outside stand and inboard stand, the relative one side outer wall welding of outside stand and inboard stand has the connecting rod that the equidistance distributes, the top outer wall welding of outside stand has the roof. The utility model discloses the bottom that outside stand and inboard stand constituted through the connecting rod can make the steel bar processing field is more stable in the two structures of propping up, and the stiffening plate makes two structures be difficult for inclining more, and the inverted triangle truss structure that upper portion pole and lower part pole constitute through the intermediate lever forms more stable system, and wire rope's existence can increase the stability of steel bar processing field in strong wind weather.
Description
Technical Field
The utility model relates to a bridge engineering construction technical field especially relates to steel bar processing field anti-wind prevents structure of toppling.
Background
Reinforcing bar processing, for reinforced concrete engineering or prestressed concrete engineering provide the preparation process of reinforcing bar goods, the reinforcing bar processing field is the indispensable facility of building that faces of every concrete bridge, and in the reinforcing bar processing field, the various apparatus of staff's accessible carry out preceding processing to the reinforcing bar to guarantee follow-up concrete engineering's normal clear, the rationality that the reinforcing bar processing field set up not only can influence the site operation progress, and its structure itself also has certain potential safety hazard to need arouse and attaches attention to moreover.
The existing reinforcing steel bar processing field has the following defects: a conventional reinforcing steel bar processing field is supported by a single upright post, a gantry crane track is directly arranged on the original ground, and certain hidden troubles exist in wind resistance stability and self overturn prevention of a crane.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a wind-resistant overturn-preventing structure of a steel bar processing field.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the wind-resistant and overturn-preventing structure for the steel bar processing field comprises a ground, square grooves distributed equidistantly are formed in the outer wall of the top of the ground, concrete bases are fixed to the inner wall of the bottom of each square groove, foundation bolts are arranged on the outer wall of the top of each concrete base, outer side columns and inner side columns are fixedly connected to the inner walls of the foundation bolts respectively, stiffening plates are welded to the outer walls of the bottoms of the outer side columns and the inner side columns respectively, connecting rods distributed equidistantly are welded to the outer walls of the opposite sides of the outer side columns and the inner side columns respectively, a top plate is welded to the outer wall of the top of each outer side column, a truss structure is arranged on the outer wall of the top plate and comprises an upper rod, a lower rod and a middle rod, top steel plates distributed equidistantly are fixedly connected to the outer wall of each upper rod, side steel plates are fixedly connected to the outer wall of the outer side columns through bolts, and the outer wall of the opposite side of the two outer side columns is fixedly connected with the same steel wire rope, and the outer wall of the top of the ground is provided with a hanging mechanism.
Further, it includes the track groove to hang thing mechanism, and the track groove is located the top outer wall on ground, and the bottom inner wall in track groove is equipped with the bed course.
Further, the bed course includes mortar layer and concrete layer, and the top outer wall fixedly connected with slip track of bed course.
Furthermore, the outer wall of the sliding track is connected with a gantry crane in a sliding manner, and the gantry crane is matched with the sliding track for use.
Furthermore, both ends of the upper rod are respectively and fixedly connected to the outer wall of the top part of the opposite top plate, and both ends of the lower rod are respectively and fixedly connected to the outer wall of the inner side upright post.
Furthermore, the top outer wall on ground is equipped with the drainage canal, and the drainage canal is located one side of side steel sheet.
Furthermore, two ends of the top steel plate are respectively connected with one ends of the two side steel plates.
The utility model has the advantages that:
1. this anti-wind anti-overturn structure of steel bar processing field, through being provided with the outside stand, the inside stand, the connecting rod, the roof, the stiffening plate, the intermediate lever, the lower part pole, upper portion pole and wire rope, when putting up steel bar processing field, the outside stand can make the bottom in steel bar processing field more stable through the double structure that the connecting rod constitutes with the inside stand, the stiffening plate makes double structure be difficult for inclining more, the inverted triangle truss structure that upper portion pole and lower part pole constitute through the intermediate lever forms more stable system, wire rope's existence can increase the stability of steel bar processing field in the strong wind, and is rational in infrastructure, and the security is strong.
2. This anti-wind structure of toppling of reinforcement processing field through being provided with track groove, bed course and slip track, when reinforcement processing field functions, the cooperation of portal crane and slip track is used and is made work more convenient, and the structure of track groove and bed course makes the portal crane more stable, is difficult for toppling, and the security is high.
The part not related in the device all is the same with prior art or can adopt prior art to realize, and the device design structure is reasonable, and convenient to use satisfies people's user demand.
Drawings
FIG. 1 is an overall three-dimensional structure diagram of the wind-resistant and overturn-preventing structure of the reinforcing steel bar processing yard;
FIG. 2 is a three-dimensional structure diagram of an outer column of the wind-resistant and overturn-preventing structure of the reinforcing steel bar processing field;
fig. 3 is a three-dimensional structure diagram of a steel wire rope of the wind-resistant overturn-preventing structure of the steel bar processing field provided by the utility model;
fig. 4 is the utility model provides a gantry crane spatial structure chart of structure is prevented toppling by anti-wind in reinforcing bar processing field.
In the figure: 1-top steel plate, 2-side steel plate, 3-ground, 4-drainage channel, 5-outer upright post, 6-gantry crane, 7-top plate, 8-inner upright post, 9-connecting rod, 10-concrete base, 11-stiffening plate, 12-middle rod, 13-lower rod, 14-steel wire rope, 15-upper rod, 16-track groove, 17-cushion layer and 18-sliding track.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
Referring to fig. 1-4, the wind-resistant and overturn-preventing structure for a steel bar processing field comprises a ground 3, square grooves are formed in the outer wall of the top of the ground 3 at equal intervals, concrete bases 10 are fixed to the inner wall of the bottom of each square groove, anchor bolts are arranged on the outer wall of the top of each concrete base 10, outer side columns 5 and inner side columns 8 are fixedly connected to the inner walls of the anchor bolts respectively, stiffening plates 11 are welded to the outer walls of the bottoms of the outer side columns 5 and the inner side columns 8, connecting rods 9 are welded to the outer walls of the opposite sides of the outer side columns 5 and the inner side columns 8 at equal intervals, a top plate 7 is welded to the outer wall of the top of each outer side column 5, a truss structure is arranged on the outer wall of the top of each top plate 7 and comprises an upper rod 15, a lower rod 13 and a middle rod 12, top steel plates 1 are fixedly connected to the outer wall of the top of the upper rod 15 at equal intervals, and side steel plates 2 are fixedly connected to the outer walls of the outer side columns 5 through bolts, the outer wall of the opposite side of the two opposite outer side columns 5 is fixedly connected with the same steel wire rope 14, and the outer wall of the top of the ground 3 is provided with a hanging mechanism.
The utility model discloses in, hang thing mechanism and include track groove 16, track groove 16 is located the top outer wall of ground 3, and the bottom inner wall in track groove 16 is equipped with bed course 17, and track groove 16 is used for the holding device stability with bed course 17.
The utility model discloses in, bed course 17 includes mortar layer and concrete layer, and the top outer wall fixedly connected with slip track 18 of bed course 17.
The utility model discloses in, the outer wall sliding connection of slip track 18 has portal crane 6, and portal crane 6 uses with the cooperation of slip track 18, and portal crane 6 can remove along track groove 16 under the cooperation of slip track 18.
The utility model discloses in, the both ends of upper portion pole 15 are fixed connection in the top outer wall of relative roof 7 respectively, and the both ends of lower part pole 13 are fixed connection in the outer wall of inboard stand 8 respectively, and lower part pole 13 constitutes the stable structure of triangle with two upper portion poles 15.
The utility model discloses in, the top outer wall of ground 3 is equipped with drainage channel 4, and drainage channel 4 is located one side of side steel sheet 2, and drainage channel 4 is used for preventing that rainy day rivers from getting into.
The utility model discloses in, the both ends of top steel sheet 1 are connected with the one end of two side steel sheets 2 respectively.
The working principle is as follows: when setting up the steel reinforcement processing field, the bottom in steel reinforcement processing field can be made more stable to the double-branch structure that outside stand 5 and inboard stand 8 constitute through connecting rod 9, stiffening plate 11 makes the double-branch structure be difficult for inclining more, the inverted triangle truss structure that upper portion pole 15 and lower part pole 13 constitute through intermediate lever 12 forms more stable system, the existence of wire rope 14 can increase the stability of steel reinforcement processing field in strong wind weather, when the steel reinforcement processing field function, portal crane 6 uses with slip track 18 cooperation and makes work more convenient, track groove 16 makes portal crane 6 more stable with the structure of bed course 17, difficult toppling, and the security is high.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The wind-resistant overturn-preventing structure of the steel bar processing field comprises a ground (3) and is characterized in that square grooves distributed equidistantly are formed in the outer wall of the top of the ground (3), a concrete base (10) is fixed to the inner wall of the bottom of each square groove, foundation bolts are arranged on the outer wall of the top of each concrete base (10), the inner walls of the foundation bolts are fixedly connected with an outer side column (5) and an inner side column (8) respectively, stiffening plates (11) are welded to the outer walls of the bottoms of the outer side column (5) and the inner side column (8), connecting rods (9) distributed equidistantly are welded to the outer walls of the opposite sides of the outer side column (5) and the inner side column (8), a top plate (7) is welded to the outer wall of the top of the outer side column (5), a truss structure is arranged on the outer wall of the top plate (7), and comprises an upper rod (15), a lower rod (13) and a middle rod (12), the top outer wall fixedly connected with of upper portion pole (15) top steel sheet (1) that the equidistance distributes, the outer wall of outside stand (5) passes through bolt fixedly connected with side steel sheet (2), the same wire rope (14) of the relative one side outer wall fixedly connected with of two relative outside stands (5), the top outer wall on ground (3) is equipped with hangs thing mechanism.
2. The wind-resistant overturn-preventing structure of the steel bar processing yard according to claim 1, wherein the hanging mechanism comprises a rail groove (16), the rail groove (16) is positioned on the top outer wall of the ground (3), and the bottom inner wall of the rail groove (16) is provided with a cushion layer (17).
3. The wind-resistant and overturn-preventing structure of a steel bar processing yard according to claim 2, wherein the bedding course (17) comprises a mortar layer and a concrete layer, and a sliding rail (18) is fixedly connected to the top outer wall of the bedding course (17).
4. The wind-resistant overturn-preventing structure of the steel bar processing yard according to claim 3, wherein a gantry crane (6) is slidably connected to the outer wall of the sliding rail (18), and the gantry crane (6) is used in cooperation with the sliding rail (18).
5. The wind-resistant and overturn-resistant structure of a steel bar processing yard according to claim 4, wherein both ends of the upper rod (15) are fixedly connected to the top outer walls of the opposite top plates (7), respectively, and both ends of the lower rod (13) are fixedly connected to the outer walls of the inner-side columns (8), respectively.
6. The wind-resistant and overturn-preventing structure of a steel bar processing field according to claim 5, wherein the top outer wall of the ground (3) is provided with a drainage channel (4), and the drainage channel (4) is positioned at one side of the side steel plate (2).
7. The wind-resistant overturn-preventing structure of a steel bar processing yard according to claim 6, wherein both ends of the top steel plate (1) are respectively connected with one ends of the two side steel plates (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121175308.1U CN215055760U (en) | 2021-05-28 | 2021-05-28 | Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121175308.1U CN215055760U (en) | 2021-05-28 | 2021-05-28 | Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215055760U true CN215055760U (en) | 2021-12-07 |
Family
ID=79212269
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202121175308.1U Active CN215055760U (en) | 2021-05-28 | 2021-05-28 | Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215055760U (en) |
-
2021
- 2021-05-28 CN CN202121175308.1U patent/CN215055760U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105298107B (en) | A kind of high carriage of High Large Cantilever structure | |
CN215055760U (en) | Wind-resistant and overturn-resistant structure of reinforcing steel bar processing field | |
CN213268605U (en) | Steel bar support and raft foundation steel bar structure comprising same | |
CN211689948U (en) | Suspension operation platform device for construction of suspension cable at tower part of cable-stayed bridge | |
CN209011528U (en) | A kind of all steel attachment type raise scaffold | |
CN208071235U (en) | A kind of bearing and lifting system of steel truss frame integral hoisting | |
CN203684102U (en) | Supporting system for precast beam formed by connecting span erection of ramp bridge and main line bridge | |
CN202913679U (en) | Double-function construction operation protection derrick in elevator shaft way | |
CN207063484U (en) | Movable operating platform for corridor construction | |
CN212453369U (en) | Steel bent frame structure for roof outlet of hydropower house | |
CN205330195U (en) | Safety device of outer wall scaffold | |
CN211473320U (en) | Tool type external hanging rack for corridor | |
CN211899567U (en) | Novel assembled building corridor external hanging rack | |
CN210508494U (en) | Combined fairway | |
CN203924655U (en) | Novel elevator shaft operating platform frame | |
CN214785736U (en) | Overhanging outer frame and floor outer frame combined scaffold | |
CN206581578U (en) | Double-layer basket constructing device for overhanging scaffold | |
CN212897484U (en) | High-altitude operation platform for constructional engineering | |
CN216072829U (en) | Wall-attached cantilever frame for tower crane | |
CN210439079U (en) | Magnetic levitation single-line beam safety operation platform | |
CN221218523U (en) | Sliding hanging basket for bridge anti-collision guardrail auxiliary facility construction | |
CN220036069U (en) | A pylon body structure that is used for balcony, window that wafts, fire control vestibule position | |
CN218345960U (en) | Construction structure of cross-river bridge | |
CN215671063U (en) | Roofing high altitude structure template supporting platform that encorbelments | |
CN217000946U (en) | Steel reinforcement cage is fixed deposits support convenient to remove |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |