Wharf cast-in-place beam steel bar binding auxiliary frame

Abstract

The utility model discloses a wharf cast-in-place beam steel bar binding auxiliary frame, and belongs to the technical field of auxiliary supporting frames. The wharf cast-in-place beam steel bar binding auxiliary frame comprises a supporting frame and further comprises a sliding plate connected to the supporting frame in a sliding mode, and a supporting plate is connected to the sliding plate in a sliding mode; a hook is slidably connected to the supporting plate, and a steel bar body is hung on the hook. A supporting column is fixedly connected to the sliding plate, and the supporting plate is slidably connected to the supporting column. When the supporting plate and the hook synchronously move upwards, the hook and the supporting frame clamp and fix the steel bar body. A limiting groove is formed in the supporting plate, the hook slides in the limiting groove, the hook is connected with a limiting bolt through threads, and the limiting bolt is sleeved with an anti-skid gasket. According to the reinforcing steel bar bundling device, the distance between the reinforcing steel bar bodies can be fixed in advance, the phenomenon that the reinforcing steel bars deviate during bundling of the reinforcing steel bars is avoided, the reinforcing steel bar bundling precision and speed are increased, the reinforcing steel bars of different sizes can be bundled, and the universality of the reinforcing steel bar bundling device is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to auxiliary support frame technical field especially relates to a wharf cast-in-place beam steel banding auxiliary frame. BACKGROUND

[0002] The wharf cast-in-place beam is an important structure form in wharf construction. In wharf construction, the cast-in-place beam is widely used in various wharf projects due to its on-site pouring, good integrity, flexible adjustment of shape and size according to actual needs and other advantages. The construction process of the cast-in-place beam includes formwork erection, steel banding, concrete pouring and other links, and the steel banding as a key step plays a crucial role in the bearing capacity and stability of the beam. Through careful design and construction, the wharf cast-in-place beam can effectively meet the bearing requirements of the wharf, ensuring the safe operation and long-term use of the wharf.

[0003] As an important part of the cast-in-place beam construction, steel banding is directly related to the bearing capacity and stability of the wharf. During the banding process, it is necessary to strictly follow the design drawings and standard requirements to ensure that the number, specification, spacing and lap length of the steel meet the standards, so as to guarantee the safety and service life of the wharf. Currently, workers usually simply use spacers to pad the steel and then use a hoop to bundle it when banding the steel. However, this method cannot lay the steel at a slow speed and cannot guarantee that the spacing between the steels is the same each time. Based on this, the utility model is proposed. UTILITY MODEL CONTENT

[0004] The technical problem to be solved by the utility model is to overcome the shortcomings of the prior art and provide a wharf cast-in-place beam steel banding auxiliary frame that can overcome the above problems or at least partially solve the above problems.

[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:

[0006] A wharf cast-in-place beam steel banding auxiliary frame, comprising a support frame, further comprising: a sliding plate slidably connected to the support frame, and a support plate slidably connected to the sliding plate; a hook slidably connected to the support plate, and a steel body hung on the hook; a support column fixedly connected to the sliding plate, and the support plate slidably connected to the support column; when the support plate and the hook move upward synchronously, the hook and the support frame clamp and fix the steel body.

[0007] Preferably, a limiting groove is formed in the support plate, and the hook slides in the limiting groove.

[0008] Preferably, a limiting bolt is connected to the hook through a thread, and an anti-slip gasket is sleeved on the limiting bolt.

[0009] Preferably, the support plate is provided with a second sliding groove, and the limiting bolt is slidingly connected to the second sliding groove.

[0010] Preferably, the support column is fixedly connected with a support rod, the support rod is rotatably connected with a lifting bolt, and the lifting bolt is connected with the support plate through screw threads.

[0011] Further, the support frame is provided with a first sliding groove, and the sliding plate is slidingly connected to the first sliding groove.

[0012] Preferably, the support frame is slidingly connected with a locking block, the locking block is fixedly connected with a pressing rod, a compression spring is arranged between the locking block and the support frame, and the support plate is provided with a clamping groove.

[0013] Preferably, the support frame is connected with an extension leg through screw threads, and a plurality of extension legs can be assembled and connected through screw threads.

[0014] Compared with the prior art, the wharf cast-in-place beam steel binding auxiliary frame has the following beneficial effects:

[0015] 1. The wharf cast-in-place beam steel binding auxiliary frame can adjust the spacing between each steel body by sliding the hooks in advance, so as to ensure that the spacing between the steels meets the construction standard.

[0016] 2. The wharf cast-in-place beam steel binding auxiliary frame drives all steel bodies to move up together through the support plate, and when the hooks with the steel bodies move up to the lower end of the support frame, the support frame and the hooks form clamping on the steel bodies. Different radius steels can be clamped and fixed through this method.

[0017] The parts not involved in the device are the same as or can be realized by the prior art. The wharf cast-in-place beam steel binding auxiliary frame can fix the spacing between the steels in advance, avoid the phenomenon of steel deviation during steel binding, improve the precision and speed of steel binding, and can bind steels of different sizes, thereby increasing the universality of the device. BRIEF DESCRIPTION OF DRAWINGS

[0018] Figure 1 The present application provides a wharf cast-in-place beam steel binding auxiliary frame, and a whole structure schematic view of the wharf cast-in-place beam steel binding auxiliary frame is shown in the figure.

[0019] Figure 2 The present application provides a wharf cast-in-place beam steel binding auxiliary frame, and a structure schematic view of the support frame and the sliding plate in the wharf cast-in-place beam steel binding auxiliary frame is shown in the figure.

[0020] Figure 3 The present application provides a wharf cast-in-place beam steel binding auxiliary frame Figure 2An enlarged structural schematic view at A in the figure;

[0021] Figure 4 A structural schematic view of a sliding plate and a supporting plate in the wharf cast-in-place beam steel binding auxiliary frame is provided in the utility model.

[0022] Figure 5 A structural schematic view of a supporting frame in the wharf cast-in-place beam steel binding auxiliary frame is provided in the utility model.

[0023] In the figure: 1, supporting frame; 11, extension leg; 12, first sliding groove; 2, supporting plate; 21, second sliding groove; 22, clamping groove; 23, limiting groove; 3, hook; 31, limiting bolt; 32, anti-skid gasket; 4, sliding plate; 41, supporting rod; 42, lifting bolt; 43, supporting column; 5, locking block; 51, pressing rod; 52, compression spring; 6, steel body. DETAILED DESCRIPTION

[0024] The technical solutions in the embodiments of the utility model will be apparently and completely described in combination with the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments.

[0025] In the description of the utility model, it is understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, and do not indicate or imply that the indicated device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the utility model.

[0026] Embodiment 1: refer to Figures 1-5 A wharf cast-in-place beam steel binding auxiliary frame, comprising a supporting frame 1, further comprising: a sliding plate 4 is slidably connected on the supporting frame 1, and a supporting plate 2 is slidably connected on the sliding plate 4; a hook 3 is slidably connected on the supporting plate 2, and a steel body 6 is hung on the hook 3; a supporting column 43 is fixedly connected on the sliding plate 4, and the supporting plate 2 is slidably connected on the supporting column 43; when the supporting plate 2 and the hook 3 are synchronously moved upward, the hook 3 and the supporting frame 1 will fix the steel body 6.

[0027] The utility model discloses, the one side of hook 3 is equipped with the opening, can the steel bar main part 6 from the opening one side place to the inside of hook 3 to the subsequent can drive support plate 2 and go up to be able to drive all steel bar main part 6 together and go up, when hook 3 is taken with steel bar main part 6 and goes up to with the lower end of support frame 1 and reaches, support frame 1 and hook 3 form the clamping of steel bar main part 6, and then complete the fixing of steel bar main part 6, through this method can the clamping of steel bar main part 6 of different radius, to be able to increase the versatility of this device,

[0028] By sliding hook 3 in advance, the spacing between each steel bar main part 6 can be adjusted, ensuring that the spacing between the steel bars meets the construction standard. The two sides of the support plate 2 can be provided with scale lines, so that the spacing between the hooks 3 can be easily confirmed.

[0029] Embodiment 2: Refer to Figures 1-5 , basically same with embodiment 1, further is: the support plate 2 is equipped with the limiting groove 23, the hook 3 slides on the limiting groove 23, the hook 3 is connected with the limiting bolt 31 through screw thread, the limiting bolt 31 is equipped with the antiskid washer 32, the support plate 2 is equipped with the second sliding slot 21, the limiting bolt 31 is connected on the second sliding slot 21, the support column 43 is fixedly connected with the support rod 41, the support rod 41 is rotatably connected with the lifting bolt 42, the lifting bolt 42 is connected with the support plate 2 through screw thread, the support frame 1 is equipped with the first sliding slot 12, the sliding plate 4 is connected on the first sliding slot 12, the support frame 1 is connected with the locking block 5, the locking block 5 is fixedly connected with the pressing rod 51, the locking block 5 and the support frame 1 are connected with the compression spring 52, the support plate 2 is equipped with the clamping groove 22, the support frame 1 is connected with the extension leg 11 through screw thread, and the plurality of extension legs 11 can be assembled and connected through screw thread.

[0030] In the utility model, when the hook 3 is moved to the appropriate position, the antiskid washer 32 can be driven to move down to form clamping and fixing of the support plate 2 together with the hook 3, the limiting groove 23 can limit the rotation of the hook 3, so that the user can conveniently rotate the limiting bolt 31, and the limiting bolt 31 can also be detached from the hook 3. After losing the limiting of the limiting bolt 31, the hook 3 can also be taken off from the limiting groove 23, so that hooks 3 of different sizes can be replaced;

[0031] By rotating the lifting bolt 42, the support plate 2 and the hook 3 can be moved up and down, thereby clamping and fixing the steel body 6. When the clamping of the steel body 6 is to be released, the opening of the hook 3 can be aligned with the steel body 6 by rotating the lifting bolt 42, and then the support plate 2 can be moved in the direction opposite to the opening of the hook 3 by sliding the sliding plate 4, so that the hook 3 can be separated from the steel body 6. Finally, the whole device can be pulled out from the gap between the steel bodies 6.

[0032] When the hook 3 fixes and clamps the steel body 6, the locking block 5 is inserted into the clamping groove 22 under the action of the compression spring 52 to limit the support plate 2, so that the support plate 2 does not slide with the hook 3. The user can press the pressing rod 51 to move downward, so that the locking block 5 is separated from the clamping groove 22 to release the limitation of the support plate 2.

[0033] The extension leg 11 is connected to the support frame 1 through the threaded column thereon, and the bottom of the extension leg 11 is provided with a threaded hole, so that a plurality of extension legs 11 can be connected in series through threads, thereby changing the height of the support frame 1.

[0034] The support rod 41 also functions as a handle, which facilitates the user to pull the whole device.

[0035] When the user uses the device, the distance between the hooks 3 is first adjusted, and then the steel bodies 6 are placed in the hooks 3 and the hooks 3 are lifted by rotating the lifting bolt 42 to fix the steel bodies 6. After the fixing is completed, the whole device can be placed in the pouring groove and fixed by the stirrup. After the fixing is completed, the opening of the hook 3 can be aligned with the steel body 6 by rotating the lifting bolt 42, and then the pressing rod 51 is pressed to release the limitation of the support plate 2 by the locking block 5. The support plate 2 is moved in the direction opposite to the opening of the hook 3 by sliding the sliding plate 4, so that the hook 3 can be separated from the steel body 6. Finally, the whole device can be pulled out from the gap between the steel bodies 6.

[0036] The above is only a preferred embodiment of the present application, but the protection scope of the present application is not limited thereto. Any skilled person in the art can make equivalent replacement or change according to the technical scheme and the inventive concept of the present application within the technical range disclosed by the present application, which should be covered within the protection scope of the present application.

Claims

1. A wharf cast-in-place beam steel binding auxiliary frame, comprising a support frame (1), characterized in that, Also include: The support frame (1) is slidably connected with a sliding plate (4), and the sliding plate (4) is slidably connected with a support plate (2); The support plate (2) is slidably connected with a hook (3), and the hook (3) is hung with a steel body (6); The sliding plate (4) is fixedly connected with a support column (43), and the support plate (2) is slidably connected on the support column (43); When the support plate (2) and the hook (3) are synchronously moved upward, the hook (3) and the support frame (1) will be fixed with the steel body (6).

2. The reinforcing steel bar binding auxiliary frame for a wharf cast-in-place beam according to claim 1, characterized in that, The support plate (2) is provided with a limiting groove (23), and the hook (3) slides on the limiting groove (23).

3. The reinforcing steel bar binding auxiliary frame for a wharf cast-in-place beam according to claim 1, characterized in that, The hook (3) is threadedly connected with a limiting bolt (31), and the limiting bolt (31) is sleeved with an anti-skid washer (32).

4. The reinforcing steel bar binding auxiliary frame for a wharf cast-in-place beam according to claim 3, characterized in that, The support plate (2) is provided with a second sliding groove (21), and the limiting bolt (31) is slidably connected in the second sliding groove (21).

5. The reinforcing steel bar binding auxiliary frame for a wharf cast-in-place beam according to claim 1, characterized in that, The support column (43) is fixedly connected with a support rod (41), the support rod (41) is rotatably connected with a lifting bolt (42), and the lifting bolt (42) is connected with the support plate (2) by threads.

6. The reinforcing steel bar tying auxiliary frame for a wharf cast-in-place beam according to claim 3, characterized in that, The support frame (1) is provided with a first sliding groove (12), and the sliding plate (4) is slidably connected in the first sliding groove (12).

7. The reinforcing steel bar tying auxiliary frame for wharf cast-in-place beam according to claim 1, characterized in that, The support frame (1) is slidably connected with a locking block (5), the locking block (5) is fixedly connected with a pressing rod (51), a compression spring (52) is connected between the locking block (5) and the support frame (1), and the support plate (2) is provided with a clamping groove (22).

8. The reinforcing steel bar tying auxiliary frame for a wharf cast-in-place beam according to claim 1, characterized in that, The support frame (1) is threadedly connected with an extension leg (11), and a plurality of extension legs (11) can be assembled and connected by threads.

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