CN219862753U - H-shaped steel ring beam reinforcing steel bar shaping device - Google Patents
H-shaped steel ring beam reinforcing steel bar shaping device Download PDFInfo
- Publication number
- CN219862753U CN219862753U CN202320995995.4U CN202320995995U CN219862753U CN 219862753 U CN219862753 U CN 219862753U CN 202320995995 U CN202320995995 U CN 202320995995U CN 219862753 U CN219862753 U CN 219862753U
- Authority
- CN
- China
- Prior art keywords
- steel
- vertical rod
- shaping device
- ring beam
- shaped steel
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 139
- 239000010959 steel Substances 0.000 title claims abstract description 139
- 238000007493 shaping process Methods 0.000 title claims abstract description 38
- 229910001294 Reinforcing steel Inorganic materials 0.000 title abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 13
- 230000002787 reinforcement Effects 0.000 description 23
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000001502 supplementing effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to an H-shaped steel ring beam reinforcing steel bar shaping device, which relates to the technical field of constructional engineering and comprises a vertical rod body, wherein one end of the vertical rod body is provided with a vertical rod hook, the vertical rod body is hung on a first steel wing plate or a second steel wing plate of H-shaped steel through the vertical rod hook, one side of the vertical rod body is provided with a cross rod, the axial direction of the cross rod is parallel to the length direction of a connecting plate, a plurality of cross rods are arranged on the vertical rod body at intervals, one ends of the cross rods are connected with the vertical rod body, and the other ends of the cross rods extend to one side far away from the H-shaped steel. The utility model can complete the positioning and binding work of each reinforcing steel bar without the cooperation of multiple persons in the construction process, thereby improving the construction efficiency and accelerating the engineering progress.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an H-shaped steel ring beam reinforcing steel bar shaping device.
Background
At present, a steel reinforced cement soil stirring wall (SMW construction method) is a foundation pit enclosure system with wide application, the common structure is that H-shaped steel is inserted into a stirring pile, and the H-shaped steel is pulled out after the construction of a later foundation pit is completed, so that the recovery of the H-shaped steel is realized.
And binding ring beam steel bars at the top of the wall to construct the ring beam after the construction of the section steel cement soil wall is completed. Because the ring beam steel bar needs to surround the H-shaped steel and can not be welded with the H-shaped steel, the positioning of the ring beam steel bar needs to be used for preliminarily binding stirrups and erecting the steel bar to form a basic framework, and then the main steel bar is bound one by one.
Referring to fig. 5, the steel section 5 comprises H-shaped steel 5,H, a first steel wing plate 51 and a second steel wing plate 52 are formed on the steel section 5, the first steel wing plate 51 and the second steel wing plate 52 are arranged at parallel intervals, a connecting plate 53 is arranged between the first steel wing plate 51 and the second steel wing plate 52, and the connecting plate 53 is connected with the first steel wing plate 51 and the second steel wing plate 52.
Aiming at the related technology, the inventor considers that a plurality of persons are usually required to complete the positioning and binding work of the steel bars in the construction process, the construction efficiency is low, and the engineering progress is influenced.
Disclosure of Invention
In order to solve the problems that in the construction process, a plurality of persons are usually required to complete positioning and binding of the steel bars, the construction efficiency is low and the engineering progress is affected, the utility model provides an H-shaped steel ring beam steel bar shaping device.
The utility model provides an H-shaped steel ring beam reinforcing steel bar shaping device which adopts the following technical scheme:
the utility model provides an H shaped steel collar tie beam reinforcing bar setting device, includes the pole setting body, the one end of pole setting body is provided with the pole setting couple, the pole setting body passes through the pole setting couple is established on the first steel pterygoid lamina or the second steel pterygoid lamina of H shaped steel, just one side of pole setting body is provided with the horizontal pole, the axis direction of horizontal pole with the length direction of connecting plate is parallel, simultaneously the horizontal pole is in the interval is provided with a plurality of on the pole setting body, a plurality of the one end of horizontal pole all with pole setting body coupling, the other end all extends to the one side of keeping away from H shaped steel.
Optionally, the upright rod body and the cross rod are made of round steel.
Optionally, a hanging groove is formed on the upright hook, and the hanging groove is located at one side of the upright body opposite to the cross rod.
Optionally, a placement area is formed between the upper side of the cross bar and the upright rod body.
Optionally, a supporting point is formed at one end of the upright rod body away from the upright rod hook.
Optionally, a plurality of positioning grooves are formed in the cross bars, and the positioning grooves face to the upper side in the vertical direction.
Optionally, the upright rod body is provided with positioning hooks, and the positioning hooks are at least two of the upright rod body at intervals.
In summary, the utility model comprises at least one of the following beneficial technical effects:
when the ring beam hooping device is used, the two upright rod bodies are oppositely hung on the first steel wing plates or the second steel wing plates on two sides of the H-shaped steel through the upright rod hooks, then all main reinforcements of the ring beam and the erection reinforcements are respectively placed on each layer of cross bars of the reinforcement shaping device, and the ring beam hooping and the ring beam main reinforcements are bound to form a firm ring beam reinforcement cage. The H-shaped steel is used as a temporary ring beam steel bar supporting point, so that the position accuracy of the ring beam steel bars is ensured, the construction is convenient and quick, the positioning and binding work of each steel bar can be completed without the cooperation of multiple persons in the construction process, the construction efficiency is improved, and the engineering progress is accelerated.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the device for shaping the steel bar of the H-shaped steel ring beam in embodiment 1;
fig. 2 is a use state diagram of the ring beam reinforcement shaping device in embodiment 1;
fig. 3 is a practical front view of the ring beam reinforcement shaping device mainly embodied in embodiment 1;
fig. 4 is a schematic view of the main embodiment of embodiment 2;
fig. 5 is a schematic structural view of an H-section steel according to the prior art.
Reference numerals: 1. a pole body; 11. a support point; 2. a vertical rod hook; 21. a hanging groove; 3. a cross bar; 31. a placement area; 4. a positioning hook; 41. a positioning groove; 5. h-shaped steel; 51. a first steel wing plate; 52. a second steel wing plate; 53. and (5) connecting a plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. It will be apparent that the described embodiments are some, but not all, embodiments of the utility model. All other embodiments, which can be made by a person skilled in the art without creative efforts, based on the described embodiments of the present utility model fall within the protection scope of the present utility model.
Unless defined otherwise, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model belongs. As used in the specification and claims of the present application, the terms "a" or "an" and the like do not denote a limitation of quantity, but rather denote the presence of at least one.
The utility model is described in further detail below with reference to fig. 1-4.
Example 1
The embodiment of the utility model discloses an H-shaped steel ring beam reinforcing steel bar shaping device.
Referring to fig. 1-3, an H-shaped steel ring beam reinforcing bar shaping device comprises a vertical rod body 1, wherein one end of the vertical rod body 1 is provided with a vertical rod hook 2, the vertical rod body 1 is hung on a first steel wing plate 51 or a second steel wing plate 52 of an H-shaped steel 5 through the vertical rod hook 2, one side of the vertical rod body 1 is provided with a cross rod 3, the axial direction of the cross rod 3 is parallel to the length direction of a connecting plate 53, meanwhile, the cross rod 3 is provided with a plurality of cross rods on the vertical rod body 1 at intervals, one ends of the cross rods 3 are connected with the vertical rod body 1, and the other ends of the cross rods extend to one side far away from the H-shaped steel 5.
When the ring beam reinforcing cage is used, the two upright rod bodies 1 are oppositely hung on the first steel wing plates 51 and the second steel wing plates 52 on two sides of the H-shaped steel 5 through the upright rod hooks 2, then all main reinforcements and erection reinforcements of the ring beam are respectively placed on each layer of cross bars 3 of the reinforcing bar shaping device, and the ring beam stirrups and the ring beam main reinforcements are bound to form a firm ring beam reinforcing cage. The H-shaped steel 5 is used as a temporary ring beam steel bar supporting point, so that the position of the ring beam steel bar is accurate, the construction is convenient and quick, positioning and binding work of each steel bar can be completed without matching of multiple persons in the construction process, the construction efficiency is improved, and the engineering progress is accelerated.
The pole setting body 1 and the cross rod 3 are made of round steel, and the pole setting body 1 is in the process of selecting, and according to the height of the ring beam and the height of the H-shaped steel 5 jacking up the ring beam, the height of the pole setting body 1 is determined, and the length of the pole setting body 1 is the sum of the height of the ring beam and the height of the H-shaped steel 5 jacking up the ring beam.
Preferably, the upright rod body 1 adopts a steel pipe with phi 25 x 2.5, the cross rod 3 adopts a steel pipe with phi 20, one end of the upright rod body 1 is bent in the processing process of the shaping device, and the upright rod hook 2 forms a bending position with the upright rod body 1. And the inner side of the vertical rod hook 2 is provided with a hanging groove 21, when the vertical rod body 1 needs to be hung on the H-shaped steel 5, the hanging groove 21 on the vertical rod hook 2 is embedded on the first steel wing plate 51 and the second steel wing plate 52 of the H-shaped steel 5.
The end part of the cross rod 3 is fixedly connected with the upright rod body 1, the number and the interval of the cross rods 3 are identical with those of the ring beam main bars, the length of the cross rods 3 is identical, the directions of the cross rods are identical, the cross rods 3 and the upright rod hooks 2 are all on the same plane, and the cross rods 3 are oppositely arranged with the hanging grooves 21.
Be formed with between the upside of the vertical direction of a plurality of horizontal pole 3 and the pole setting body 1 and put district 31, all main tendons of collar tie beam, erect the reinforcing bar and put respectively on the district 31 of putting of every layer horizontal pole 3 of reinforcing bar setting device, the pole setting body 1 is kept away from the one end of pole setting couple 2 simultaneously and is formed with supporting point 11, when pole setting body 1 hangs and establishes on H shaped steel 5 through pole setting couple 2, the supporting point 11 of pole setting body 1 one end is contradicted with the surface of H shaped steel 5 for H shaped steel collar tie beam reinforcing bar setting device's stability in the use can promote.
In the processing process, holes are punched in the vertical rod body 1 according to the corresponding intervals of ring beam steel bars, then one end of the cross rod 3 is inserted into holes formed in the vertical rod body 1 in advance respectively, then spot welding is conducted on the periphery of the cross rod 3, and the cross rod 3 and the vertical rod body 1 are welded.
When the H-shaped steel ring beam reinforcing steel bar shaping device is used, every 3m of the H-shaped steel ring beam reinforcing steel bar shaping device is symmetrically hung on the first steel wing plate 51 and the second steel wing plate 52 on two sides of the H-shaped steel 5 in pairs, all main reinforcements and stand reinforcing steel bars of the ring beam are respectively placed on each layer of transverse rod 3 of the reinforcing steel bar shaping device, ring beam stirrups and ring beam main reinforcements are bound to form a firm ring beam reinforcing steel bar cage, and stirrups in the length range of the transverse rod 3, which is 2 times close to a hanging point, are not bound temporarily.
After the ring beam steel bar binding is completed, the vertical rod hook 2 is knocked by a hammer along the length direction of the first steel wing plate 51 or the second steel wing plate 52 of the H-shaped steel 5, so that the vertical rod hook 2 is separated from the H-shaped steel 5, and the steel bar cage falls on the leveled ground. And taking down the H-shaped steel ring beam reinforcing steel bar shaping device and supplementing and binding ring beam stirrups near the original hanging points. Finally, the H-shaped steel ring beam reinforcing steel bar shaping device is recovered, and the next span of reinforcing steel bars are bound by using the H-shaped steel ring beam reinforcing steel bar shaping device.
The concrete implementation steps of the construction are as follows:
step one: the H-shaped steel ring beam reinforcing steel bar shaping device is symmetrically hung on the first steel wing plates 51 and the second steel wing plates 52 on two sides of the H-shape through the vertical rod hooks 2, so that the cross rods 3 on the vertical rod body 1 face to one side far away from the H-shaped steel 5, and meanwhile, the axial direction of the cross rods 3 is parallel to the length direction of the connecting plates 53. The hanging point of the H-shaped steel ring beam and steel bar shaping device is controlled at a position which is not more than 5cm away from the edge of the first steel wing plate 51 or the second steel wing plate 52 of the H-shaped steel 5, so that the H-shaped steel ring beam and steel bar shaping device can be conveniently disassembled. And a group of ring beam reinforcing steel bar shaping devices are arranged along the ring beam direction according to the length of not more than 3 m.
Step two: all the main reinforcements and the erection reinforcements of the ring beam are respectively placed on the placing area 31 of each layer of cross rod 3 of the reinforcement setting device, the ring beam stirrups and the main reinforcements of the ring beam are bound to form a firm ring beam reinforcement cage, and stirrups in the length range of the cross rod 3, which is 2 times near the hanging point of the vertical rod hook 2, are not bound temporarily. Firstly, placing main reinforcements and erecting reinforcements at the middle part, and sleeving middle stirrups; then placing main reinforcements and erecting reinforcements on the upper and lower parts, and sleeving outer frame stirrups;
step three: knocking the vertical rod hook 2 along the length direction of the first steel wing plate 51 or the second steel wing plate 52 of the H-shaped steel 5 by using a hammer, enabling the vertical rod hook 2 to be separated from the H-shaped steel 5 and fall on the ground, taking down the H-shaped steel ring beam reinforcing steel shaping device, and supplementing ring beam stirrups near the original binding hanging point.
Step four: and (5) recycling the ring beam reinforcement shaping device, and binding other span ring beam reinforcements.
Example 2
Referring to fig. 4, an H-shaped steel ring beam reinforcing bar shaping device comprises a positioning hook 4, wherein the hanging point of a vertical rod hook 2 is required to be hung at a distance of not more than 5cm from the edge of a first steel wing plate 51 and a second steel wing plate 52 of H-shaped steel 5, so that a later worker can disassemble the device conveniently. In the process of hanging the steel ring beam steel bar shaping device, a worker cannot well control hanging points of the steel ring beam steel bar shaping device within 5cm, and then the difficulty of the later workers in the dismantling process is increased.
Therefore, after the improvement of the designer, the positioning hooks 4 are arranged at intervals on the upright rod body 1, the lengths of the two positioning hooks 4 are 5cm, meanwhile, the axial direction of the length direction transverse rod 3 of the two positioning hooks 4 is vertical, and the steel ring beam steel bar shaping device is positioned through the two positioning hooks 4, so that convenience of workers in hanging the steel ring beam steel bar shaping device can be improved, and the workers do not need to observe whether the hanging point of the upright rod hook 2 is away from the edge distance of the first steel wing plate 51 and the second steel wing plate 52 of the H-shaped steel 5 by more than 5cm or not in the hanging process. On the other hand, convenience when the steel ring beam reinforcing steel bar shaping device is dismantled in the workman later stage also can be promoted.
Further, because all the main bars and the erection bars of the ring beam are required to be respectively placed on each layer of cross bars 3 of the bar setting device, the positions of the main bars and the erection bars on each layer of cross bars 3 are not fixed in the placing process, the attractiveness is greatly influenced, and therefore, the positioning grooves 41 are formed in the plurality of cross bars 3, and the two positioning grooves 41 are formed in the cross bars 3 at intervals, so that the main bars and the erection bars are placed in the positioning grooves 41 corresponding to the cross bars 3 in the construction process, on one hand, the placing stability of the main bars and the erection bars on the cross bars 3 is improved, and on the other hand, the convenience of workers in placing the main bars and the erection bars is improved.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (7)
1. The utility model provides an H shaped steel collar tie beam reinforcing bar setting device, includes pole setting body (1), its characterized in that: the utility model discloses a pole setting body, including pole setting body (1), pole setting body (1) are provided with pole setting couple (2), pole setting body (1) are passed through pole setting couple (2) are hung and are established on first steel pterygoid lamina (51) or second steel pterygoid lamina (52) of H shaped steel (5), just one side of pole setting body (1) is provided with horizontal pole (3), the axis direction of horizontal pole (3) is parallel with the length direction of connecting plate (53), simultaneously horizontal pole (3) are in pole setting body (1) are last the interval to be provided with a plurality of, a plurality of the one end of horizontal pole (3) all with pole setting body (1) are connected, and the other end all extends to one side of keeping away from H shaped steel (5).
2. The H-beam steel bar shaping device according to claim 1, wherein: the upright rod body (1) and the cross rod (3) are made of round steel.
3. The H-beam steel bar shaping device according to claim 1, wherein: the vertical rod hook (2) is provided with a hanging groove (21), and the hanging groove (21) is positioned on one side of the vertical rod body (1) opposite to the cross rod (3).
4. The H-beam steel bar shaping device according to claim 1, wherein: a placement area (31) is formed between the upper side of the cross rod (3) and the upright rod body (1).
5. The H-beam steel bar shaping device according to claim 1, wherein: one end of the upright rod body (1) far away from the upright rod hook (2) is provided with a supporting point (11).
6. The H-beam steel bar shaping device according to claim 1, wherein: and a plurality of transverse rods (3) are provided with positioning grooves (41), and the positioning grooves (41) face to the upper side in the vertical direction.
7. The H-beam steel bar shaping device according to claim 1, wherein: the vertical rod body (1) is provided with positioning hooks (4), and the positioning hooks (4) are at least two arranged on the vertical rod body (1) at intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320995995.4U CN219862753U (en) | 2023-04-27 | 2023-04-27 | H-shaped steel ring beam reinforcing steel bar shaping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320995995.4U CN219862753U (en) | 2023-04-27 | 2023-04-27 | H-shaped steel ring beam reinforcing steel bar shaping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862753U true CN219862753U (en) | 2023-10-20 |
Family
ID=88344485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320995995.4U Active CN219862753U (en) | 2023-04-27 | 2023-04-27 | H-shaped steel ring beam reinforcing steel bar shaping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862753U (en) |
-
2023
- 2023-04-27 CN CN202320995995.4U patent/CN219862753U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090932B (en) | Construction method of large-span thin-wall plane arch truss based on stiff ring beam | |
| CN105256812B (en) | Foundation ditch prefabricated assembled concrete supporting construction and its construction method | |
| CN104405123B (en) | Cast-in-situ reinforced concrete thin-wall rectangular small bore open tubular column template assembly and construction method thereof | |
| CN107246016B (en) | Hanging type inner support system suitable for foundation pit engineering and foundation pit construction method | |
| CN114790757A (en) | Cover-excavation top-down construction V-shaped column structure and construction method thereof | |
| CN212053673U (en) | Tower construction operation platform of dome | |
| CN110952534A (en) | Construction method of karst geological cast-in-place pile | |
| CN219862753U (en) | H-shaped steel ring beam reinforcing steel bar shaping device | |
| CN212897482U (en) | Construction platform for high-rise building overhanging structural layer | |
| CN112030995B (en) | Construction method for quickly taking out of ground for supporting and disassembling in advance for main building of super high-rise building | |
| CN111778990A (en) | Permanent-temporary combined assembly type inner support system and construction method | |
| CN212129839U (en) | Steel pipe reinforcing column structure | |
| CN218479176U (en) | A outer frame post installation node for in reinforced concrete foundation ditch supports | |
| CN216194062U (en) | Temporary support structure | |
| CN107299596B (en) | Concrete support trestle plate lower supporting beam template system and construction method thereof | |
| CN212506301U (en) | Support system in combination assembled forever | |
| CN212919870U (en) | Rack for binding prefabricated box girder bottom plate web steel reinforcement frameworks | |
| CN211775752U (en) | Outer batter post template steel pipe scaffold support system | |
| CN113174962A (en) | Foundation pit bottom plate force transmission structure and construction method thereof | |
| CN113073789A (en) | Construction method of crotch column inclined column of swimming pool | |
| CN211948808U (en) | Novel assembled sump pit instrument | |
| CN218322738U (en) | Frock hoist is transferred to steel reinforcement cage | |
| CN115162350B (en) | Support system and support method for cantilever beam plate under ultra-deep foundation pit vertical support condition | |
| CN110700489A (en) | Construction method of rear hoop method section steel beam | |
| CN216840599U (en) | Ultrahigh independent column frame body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |