CN219344160U - Formwork support jacking for high-rise overhanging - Google Patents

Formwork support jacking for high-rise overhanging Download PDF

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Publication number
CN219344160U
CN219344160U CN202223409933.5U CN202223409933U CN219344160U CN 219344160 U CN219344160 U CN 219344160U CN 202223409933 U CN202223409933 U CN 202223409933U CN 219344160 U CN219344160 U CN 219344160U
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jacking
shaped plate
rise
overhanging
plate
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章中意
金守信
张逸凡
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Zhejiang Dadongwu Group Construction Co Ltd
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Zhejiang Dadongwu Group Construction Co Ltd
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    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

The utility model belongs to the technical field of auxiliary tools for building construction, and particularly relates to a formwork support jacking for high-rise overhanging. According to the utility model, the support ring, the pushing plate, the middle pipe body, the arc-shaped plate, the U-shaped plate, the opening and the adjusting ring are arranged on the stud, so that: 1. the supporting ring is pressed on the steel pipe of the frame body, the arc-shaped plate or the U-shaped plate directly props against the steel pipe of the die, and then the supporting ring is used for supporting, so that the basic overhanging die jacking function is ensured to be effective; 2. the three-in-one component of the middle pipe body, the arc-shaped plate and the U-shaped plate can be used at two ends respectively, so that the mould steel pipe with a round or square shape can be stably supported, and the jacking universality is stronger.

Description

Formwork support jacking for high-rise overhanging
Technical Field
The utility model belongs to the technical field of auxiliary tools for building construction, and particularly relates to a formwork support jacking for high-rise overhanging.
Background
The high-rise overhanging generally refers to a high-rise structure extending outwards on the house body, such as an eave, a balcony, and the like. In the construction process of high-rise overhanging, a mould is generally required to be erected first and then concrete is poured into the mould, and before the mould is completely solidified, the mould is required to be a supporting frame body with enough strength and sufficient stability, namely the supporting frame body.
On the other hand, the formwork support is a steel pipe support body which is built horizontally and vertically, and the outer side of the die is fixed by various steel pipes. Therefore, if the steel pipe frame directly supports the die steel pipe, at least the following 2 problems occur: 1. the supporting height of the steel pipe frame body is not necessarily exactly matched with the position height of the die steel pipe, if the supporting height is too high, the steel pipe frame body cannot be used, and if the supporting height is too low, the supporting height is insufficient; 2. the vertical steel pipe and the horizontal steel pipe are very difficult to directly prop against, the problem of slipping and deflection easily occurs, and finally the support is not in place.
Therefore, jacking is needed at this time, in other words, the jacking has at least the following 2 effects:
firstly, the effective height of the steel pipe support body is adjustable, so that the steel pipe support body can fully and properly support the die steel pipe;
and the second jacking end and the steel pipe frame body cannot slip between the other end and the die steel pipe, so that the full clamping and fixing are ensured.
The utility model patent publication No. CN216406185U, publication No. 2022.04.29, discloses a formwork support jacking capable of directly removing formwork, wherein the existing part in the structure is a bottom fixing part and a main stress rod, and the improved part is a force transmission supporting part and an upper tray.
The jacking in the patent of the utility model has the general structural principle as follows:
the force transmission support component continuously rotates upwards on the main stress rod, so that the upper tray props against the die steel pipe, the overhanging die can be propped, supported and fixed, and further, in order to avoid the problem of angle stagger between the upper tray and the die steel pipe, the upper tray can be clamped with the die steel pipe first, and then the bottom fixing component is rotated downwards, so that the problem of angle stagger between the upper tray and the die steel pipe is solved.
However, the greatest defect of the jacking in the actual use process is that the technical problem to be solved by the utility model is as follows:
the reinforced steel pipes used for the overhanging die are mostly round, but the reinforced steel pipes also have a plurality of I-shaped steel and C-shaped steel, so the universality of the upper tray is relatively poor, and the conventional common various overhanging die steel pipes cannot be stably supported.
Therefore, in summary, a flexible and general jacking capable of stably supporting both the circular steel tube and the i-steel and the C-steel is needed for the supporting frame matched with the high-rise overhanging die.
Disclosure of Invention
The utility model provides a formwork support jacking for high-rise overhanging, which can be formed by arranging a support ring, a pushing plate, a middle pipe body, an arc-shaped plate, a U-shaped plate, an opening and an adjusting ring on a stud, wherein the support ring is provided with a plurality of holes, and the holes are formed in the support ring: 1. the supporting ring is pressed on the steel pipe of the frame body, the arc-shaped plate or the U-shaped plate directly props against the steel pipe of the die, and then the supporting ring is used for supporting, so that the basic overhanging die jacking function is ensured to be effective; 2. the three-in-one component of the middle pipe body, the arc-shaped plate and the U-shaped plate can be used at two ends respectively, so that the mould steel pipe with a round or square shape can be stably supported, and the jacking universality is stronger.
The utility model adopts the technical proposal that: the utility model provides a formwork support jacking that high-rise encorbelment was used, the structure includes the double-screw bolt, sets up go up the holding ring, and set up push plate on the holding ring, still including cup joint the setting is in middle part body on the double-screw bolt sets up respectively arc and U-shaped board of middle part body both ends department sets up on arc and the U-shaped board, and be used for passing the trompil of double-screw bolt, and the spiro union sets up go up the double-screw bolt is used for supporting the adjusting ring of arc or U-shaped board.
The further preferable technical scheme is as follows: the upper end face of the stud is provided with a limiting cylinder for being inserted into the middle pipe body and the hole, and the diameter of the limiting cylinder is larger than the nominal diameter of the stud.
The further preferable technical scheme is as follows: the inner diameter of the middle pipe body is equal to the diameter of the opening, and is 2-3mm larger than the diameter of the limit cylinder.
The further preferable technical scheme is as follows: and flat bottom grooves for propping against the adjusting ring are arranged on the inner bottom surfaces of the arc-shaped plate and the U-shaped plate.
The further preferable technical scheme is as follows: the shape of the flat bottom groove is round.
The further preferable technical scheme is as follows: the flat bottom groove has a diameter greater than the opening.
The further preferable technical scheme is as follows: the adjusting ring is also provided with a second pushing plate.
The further preferable technical scheme is as follows: the second pushing plate is arranged on the lower surface of the adjusting ring.
The further preferable technical scheme is as follows: and an elastic support plate for jacking up the die steel pipe is further arranged on the upper end surface of the limit cylinder.
The further preferable technical scheme is as follows: the shape of the elastic supporting plate is round, and the diameter of the elastic supporting plate is smaller than that of the limiting cylinder.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
FIG. 2 is a schematic diagram of the use of the present utility model.
Fig. 3 is a schematic view showing the position of the elastic support plate in the present utility model.
Fig. 4 is a schematic view showing the position of the second pusher plate according to the present utility model.
Fig. 5 is a schematic view of the position and shape of the arc-shaped plate and the U-shaped plate in the present utility model.
FIG. 6 is a schematic view of the position and shape of a flat bottom groove in the present utility model.
FIG. 7 is a schematic view showing a mode of using the U-shaped plate supporting C-shaped steel in the utility model.
Fig. 8 is a schematic view of a use mode of the circular steel tube supported by the arc plate in the utility model.
In the drawings, the meanings indicated by the respective reference numerals are as follows:
the steel pipe comprises a die steel pipe a, a die plate b, a supporting steel pipe c, a wall d and an overhanging steel reinforcement cage e;
stud 1, support ring 2, push plate 3, middle body 4, arc 5, U-shaped board 6, trompil 7, adjusting ring 8, spacing cylinder 9, flat bottom groove 10, second push plate 11, elastic support plate 12.
Detailed Description
The following description is of the preferred embodiments of the utility model and is not intended to limit the scope of the utility model.
As shown in fig. 1-8, a formwork support for high-rise overhanging comprises a stud 1, a support ring 2 arranged on the stud 1, a pushing plate 3 arranged on the support ring 2, a middle pipe body 4 sleeved on the stud 1, an arc plate 5 and a U-shaped plate 6 respectively arranged at two ends of the middle pipe body 4, an opening 7 arranged on the arc plate 5 and the U-shaped plate 6 and used for penetrating through the stud 1, and an adjusting ring 8 screwed on the stud 1 and used for supporting the arc plate 5 or the U-shaped plate 6.
In this embodiment, the middle pipe body 4, the arc plate 5 and the U-shaped plate 6 are fixedly connected or integrally formed, the arc plate 5 faces upwards to support the circular die steel pipe a, and the U-shaped plate 6 faces upwards to support the die steel pipe a in the shape of i-steel or C-steel, so that the jacking can be stably supported and is not easy to slip when facing the circular steel, the i-steel or the C-steel.
Wherein the lower end of the stud 1 is inserted into a supporting steel pipe c, the supporting ring 2 is pressed on the supporting steel pipe c, the opening 7 is not in threaded connection with the stud 1, but only allows the latter to pass through, and the adjusting ring 8 is used for supporting the lower one of the arc-shaped plate 5 and the U-shaped plate 6.
Finally, the jacking can be stably installed at two ends and can be lifted and adjusted to effectively support the height, so that the whole overhanging die is efficient and comprehensive in jacking and supporting functions.
The upper end face of the stud 1 is provided with a limit cylinder 9 for being inserted into the middle pipe body 4 and the opening 7, and the diameter of the limit cylinder 9 is larger than the nominal diameter of the stud 1.
In this embodiment, the nominal diameter of the stud 1 refers to the diameter of the circular area where the protruding thread peaks are located, and the above sizes are set differently, so that the hole 7 and the middle pipe body 4 are not liable to damage the thread of the stud 1, otherwise the stud 1 is likely to fail, i.e. the adjusting ring 8 cannot be smoothly rotated and lifted.
The inner diameter of the middle pipe body 4 is equal to the diameter of the opening 7 and is 2-3mm larger than the diameter of the limit cylinder 9.
In this embodiment, the highest point of the adjusting ring 8 just touches the limiting cylinder 9, and at this time, the limiting cylinder 9 is still sleeved with the middle pipe body 4 and the opening 7, so that the relatively smaller hole mentioned above can ensure that the three-in-one component of the middle pipe body 4, the arc-shaped plate 5 and the U-shaped plate 6 is not easy to incline greatly, so that the jacking effect is more stable.
Furthermore, when the height of the adjustment ring 8 is relatively low, as is the case when the "three-in-one" component described above is separated from the stop cylinder 9, the latter, if it is intended to be activated again, requires manual alignment of the aperture 7 and the stop cylinder 9.
On the other hand, the three-in-one component has no anti-drop effect on the jacking, the adjusting ring 8 is blocked by the limiting cylinder 9, and the adjusting ring 8 has an anti-drop function.
The inner bottom surfaces of the arc-shaped plate 5 and the U-shaped plate 6 are provided with flat bottom grooves 10 for supporting the adjusting ring 8.
In this embodiment, if the flat bottom groove 10 is not present, the arc 5 and the adjusting ring 8 can only bear against part of the edge of the latter, which is quite unstable. Thus, 2 flat bottom grooves 10 ensure that at least the upper edge of adjusting ring 8 and the arcuate surface of arcuate plate 5 are not excessively worn.
In addition, the flat bottom groove 10 on the U-shaped plate 6 can be omitted, and the influence is not great after the arrangement is canceled.
The flat bottom groove 10 is circular in shape.
In this embodiment, the shape of the adjusting ring 8 is a circular ring, and the shape of the flat bottom groove 10 is a corresponding circular shape, and the two parts can be properly and precisely sleeved to supplement and strengthen the sleeved relationship between the middle pipe body 4 and the limiting cylinder 9.
The flat bottom groove 10 has a diameter larger than the opening 7.
In this embodiment, the outer diameter of the adjusting ring 8 is larger than the nominal diameter of the stud 1, so that the flat bottom groove 10 needs to be larger than the opening 7, but the former is not too large, otherwise the structural strength of the arc-shaped plate 5 and the U-shaped plate 6 is significantly reduced
The adjusting ring 8 is also provided with a second pushing plate 11.
In this embodiment, the adjusting ring 8, like the supporting ring 2, is required to rotate on the stud 1 to adjust its height, so the second pushing plate 11 is a labor-saving lever of the adjusting ring 8, compared with directly rotating the adjusting ring 8.
The second pushing plate 11 is provided on the lower surface of the adjusting ring 8.
In this embodiment, since the arcuate plate 5 and the U-shaped plate 6 themselves have a certain vertical width, the adjusting ring 8 also needs a sufficient vertical dimension, otherwise the latter is entirely retracted inside the former, and it is difficult to perform a rotating operation on the former.
Furthermore, the second pusher plate 11 cannot be relatively high on the adjusting ring 8, so that the lower surface arrangement is an optimal way, at least to ensure that the second pusher plate 11 cannot hit the arc-shaped plate 5 and the U-shaped plate 6.
An elastic supporting plate 12 for jacking up the die steel pipe a is further arranged on the upper end face of the limit cylinder 9.
In this embodiment, the elastic support plate 12 is made of conventional common rubber, and is adhered to the upper end surface of the limiting cylinder 9, so that when any one of the above-mentioned three-in-one component and the adjusting ring 8 is lost or fails, the jacking can still be used in an emergency and temporarily, and at this time, the actual effective length of the jacking can be adjusted by the support ring 2.
The elastic support plate 12 is circular in shape and smaller in diameter than the limit cylinder 9.
In this embodiment, the elastic support plate 12 is not provided to interfere with the lifting movement of the central tube 4, and therefore it must be retracted on the limit cylinder 9, so that the diameter needs to be relatively small.
Finally, the advantages of the jacking in this embodiment are summarized as follows.
First, the three of middle part body 4, arc 5 and U-shaped plate 6 "trinity" constitutes a two all usable parts for this jacking both can stably support circular steel pipe, can stably support square pipe such as I-steel, C shaped steel again, has improved the commonality of this jacking greatly.
And the second and the third-in-one parts are sleeved on the limiting cylinder 9 in a relatively tight thread joint manner, so that the jacking action of the parts is more stable and is not easy to deflect.
Thirdly, the mode of replacing the jacking end of the three-in-one component is relatively simple and convenient, and the three-in-one component is only spliced with the limiting cylinder 9, so that the components are directly taken down and then are vertically exchanged.
Fourth, the actual effective length of the jacking can be adjusted by the adjusting ring 8 and the supporting ring 2, and the rotation adjusting operation of the adjusting ring and the supporting ring is very convenient.
Fifth, the elastic support plate 12 also makes the jacking have a third use state, namely the three-in-one component is not used, and the elastic support plate 12 is matched with the support ring 2, so that a certain emergency and temporary use effect can be ensured.
Sixth, the adjusting ring 8 is not easy to fall off on the stud 1.
The embodiments of the present utility model have been described in detail with reference to the drawings, but the present utility model is not limited to the above embodiments, and various modifications may be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model. These are all non-inventive modifications which are intended to be protected by the patent laws within the scope of the appended claims.

Claims (10)

1. The utility model provides a formwork support jacking that high-rise encorbelment was used, the structure includes double-screw bolt (1), sets up go up supporting ring (2) on double-screw bolt (1), and set up push plate (3) on go up supporting ring (2), its characterized in that: the novel steel wire rope welding device is characterized by further comprising a middle pipe body (4) sleeved on the stud (1), an arc-shaped plate (5) and a U-shaped plate (6) which are respectively arranged at two ends of the middle pipe body (4), an opening (7) which is arranged on the arc-shaped plate (5) and the U-shaped plate (6) and used for penetrating through the stud (1), and an adjusting ring (8) which is arranged on the stud (1) in a threaded connection manner and used for supporting the arc-shaped plate (5) or the U-shaped plate (6).
2. The formwork jacking for high-rise overhanging according to claim 1, wherein: the upper end face of the stud (1) is provided with a limiting cylinder (9) for being inserted into the middle pipe body (4) and the opening (7), and the diameter of the limiting cylinder (9) is larger than the nominal diameter of the stud (1).
3. The formwork jacking for high-rise overhanging according to claim 2, wherein: the inner diameter of the middle pipe body (4) is equal to the diameter of the opening (7) and is 2-3mm larger than the diameter of the limit cylinder (9).
4. The formwork jacking for high-rise overhanging according to claim 1, wherein: the inner bottom surfaces of the arc-shaped plate (5) and the U-shaped plate (6) are respectively provided with a flat bottom groove (10) for propping against the adjusting ring (8).
5. The formwork jacking system for high-rise overhanging according to claim 4, wherein: the shape of the Ping Decao (10) is round.
6. The formwork support jacking for high-rise overhanging according to claim 5, wherein: the diameter of the Ping Decao (10) is larger than the opening (7).
7. The formwork jacking for high-rise overhanging according to claim 1, wherein: the adjusting ring (8) is also provided with a second pushing plate (11).
8. The formwork jacking for high-rise overhanging formwork support as claimed in claim 7, wherein: the second pushing plate (11) is arranged on the lower surface of the adjusting ring (8).
9. The formwork jacking for high-rise overhanging according to claim 2, wherein: an elastic supporting plate (12) for jacking up the die steel pipe (a) is further arranged on the upper end face of the limit cylinder (9).
10. The formwork jacking for high-rise overhanging according to claim 9, wherein: the elastic supporting plate (12) is round in shape and smaller than the limit cylinder (9) in diameter.
CN202223409933.5U 2022-12-20 2022-12-20 Formwork support jacking for high-rise overhanging Active CN219344160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223409933.5U CN219344160U (en) 2022-12-20 2022-12-20 Formwork support jacking for high-rise overhanging

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223409933.5U CN219344160U (en) 2022-12-20 2022-12-20 Formwork support jacking for high-rise overhanging

Publications (1)

Publication Number Publication Date
CN219344160U true CN219344160U (en) 2023-07-14

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ID=87104311

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223409933.5U Active CN219344160U (en) 2022-12-20 2022-12-20 Formwork support jacking for high-rise overhanging

Country Status (1)

Country Link
CN (1) CN219344160U (en)

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