CN214939359U - Anchoring device for hydraulic climbing formwork hanging boots - Google Patents
Anchoring device for hydraulic climbing formwork hanging boots Download PDFInfo
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- CN214939359U CN214939359U CN202121019972.7U CN202121019972U CN214939359U CN 214939359 U CN214939359 U CN 214939359U CN 202121019972 U CN202121019972 U CN 202121019972U CN 214939359 U CN214939359 U CN 214939359U
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- climbing formwork
- hydraulic climbing
- shoe
- beam assembly
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Abstract
The application relates to an anchoring device for hydraulic climbing formwork hanging shoes, which relates to the technical field of bridge construction and comprises two climbing cone rod pieces and an anchoring beam assembly, wherein the two climbing cone rod pieces are respectively arranged at two sides of a main tower manhole, one end of each climbing cone rod piece is fixed in concrete at the side of the main tower manhole, and two ends of the anchoring beam assembly are respectively connected with the other ends of the two climbing cone rod pieces, so that the hydraulic climbing formwork hanging shoes are connected with the anchoring beam assembly, the anchoring of the hydraulic climbing formwork hanging shoes and the main tower can be realized, the structure is simple, the operation is convenient, and the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes is effectively improved; and because the partial stress that hydraulic climbing formwork hanging shoe produced can transmit to the concrete of anchor beam subassembly, climbing awl member and king-tower in proper order for the concrete has born the partial stress that hydraulic climbing formwork hanging shoe produced, has avoided anchor beam subassembly and climbing awl member to appear stress concentration, has improved anchor device's bearing capacity, has strengthened anchor device's stability and security.
Description
Technical Field
The application relates to the technical field of bridge construction, in particular to an anchoring device for hydraulic climbing formwork hanging shoes.
Background
The hydraulic climbing formwork consists of three parts, namely a climbing formwork, a climbing frame (part of climbing formwork does not have the climbing frame) and climbing equipment, and the hydraulic climbing formwork has the self-climbing capacity, does not need hoisting machinery to hoist, greatly reduces the hoisting workload of transportation machinery in the construction process, and also suspends a scaffold on the self-climbing formwork, so that an external scaffold in the construction process can be omitted, therefore, the climbing formwork can effectively reduce the number of hoisting machinery and accelerate the construction speed, and the hydraulic climbing formwork is an effective tool in high-rise structures such as a construction shear wall system, a barrel body system and a pier .
The bridge main tower is generally provided with a permanent channel (namely, a manhole or other holes) with larger size for overhauling the main tower, and for the lower bridge main tower, constructors can make the anchoring points of the hydraulic climbing formwork hanging shoes avoid the manhole as far as possible when designing the climbing formwork, so that the influence of the manhole on the climbing formwork construction is reduced; however, when a high-height bridge main tower is built through the hydraulic creeping formwork, as the wind force on the bridge is too large and the main tower is too high, great safety risk exists in the creeping formwork construction process, in order to enhance the safety in the creeping formwork construction process, a plurality of anchoring points need to be arranged on a creeping formwork frame body, namely, a corresponding number of anchoring points need to be arranged on the main tower for anchoring hydraulic creeping formwork hanging shoes; at this moment, because the size of manhole or other cavities is great, just can't avoid this manhole during the design creeping formwork, lead to having a plurality of anchor points to be located this manhole or other cavities on the creeping formwork support body for hydraulic pressure creeping formwork hanging shoe can't anchor to the main tower on.
In the related technology, a constructor generally performs concrete sealing pouring on a preset manhole position to anchor a hydraulic climbing formwork hanging shoe on the preset manhole position, and performs hole drilling construction on the preset manhole position of a main tower after the climbing formwork construction is finished, namely removes concrete poured on the preset manhole position, so that the main tower is provided with a permanent channel for overhauling the main tower; although the method can realize the anchoring of the hydraulic climbing formwork hanging shoes in the climbing formwork construction process, the method has the problems of low construction efficiency and poor safety in the construction process.
Disclosure of Invention
The embodiment of the application provides an anchor for hydraulic climbing formwork hanging boots to solve the low and relatively poor problem of security in the work progress of the efficiency of construction that exists among the correlation technique.
In a first aspect, there is provided an anchoring device for a hydraulic climbing formwork hanging shoe, comprising:
the two cone climbing rod pieces are respectively arranged on two sides of the main tower manhole, and one end of each cone climbing rod piece is fixed in concrete on the side of the main tower manhole;
the two ends of the anchoring beam assembly are respectively connected with the other ends of the two climbing cone rod pieces, and the anchoring beam assembly is used for anchoring the hydraulic climbing formwork hanging boots.
In some embodiments, the anchor beam assembly comprises:
the anchoring beam body is used for anchoring the hydraulic climbing formwork hanging shoes;
the two anchoring plates are respectively and fixedly connected with the two ends of the anchoring beam body, and one side wall of each anchoring plate is fixedly connected with the corresponding climbing cone rod piece.
In some embodiments, the anchor beam assembly further comprises a hanging shoe anchor backing plate, wherein the hanging shoe anchor backing plate is fixed on the anchor beam body and is arranged between the anchor beam body and the hydraulic climbing formwork hanging shoe.
In some embodiments, the anchoring beam assembly further comprises a plurality of support plates secured to an upper surface of the anchoring beam body.
In some embodiments, the anchor beam assembly further comprises a plurality of support pads secured to the side walls of the anchor beam body.
In some embodiments, the anchoring beam assembly further includes a stiffening plate, one side surface of the stiffening plate is fixedly connected to the upper surface of the anchoring beam body, and the other side surface of the stiffening plate is fixedly connected to the side wall of the anchoring plate.
In some embodiments, the anchoring beam assembly further comprises a stiffening rib, one side of the stiffening rib is fixedly connected with the anchoring beam body, and the other side of the stiffening rib is fixedly connected with the hanging shoe anchor plate of the hydraulic climbing formwork hanging shoe.
In some embodiments, the anchoring beam body is an H-shaped steel anchoring beam.
In some embodiments, the awl assembly and the anchor beam assembly are removably connected.
In some embodiments, the anchoring beam assembly is detachably connected with the hydraulic climbing formwork hanging shoe.
The beneficial effect that technical scheme that this application provided brought includes: not only can improve the efficiency of construction of hydraulic pressure creeping formwork hanging shoe anchor, can also improve the security in the hydraulic pressure creeping formwork hanging shoe work progress.
The embodiment of the application provides an anchoring device for hydraulic climbing formwork hanging shoes, which comprises two climbing cone rod pieces and an anchoring beam assembly, wherein the two climbing cone rod pieces are respectively arranged at two sides of a manhole, one end of each climbing cone rod piece is fixed in concrete at the side of the manhole of a main tower, and two ends of the anchoring beam assembly are respectively connected with the other ends of the two climbing cone rod pieces, so that the hydraulic climbing formwork hanging shoes are connected with the anchoring beam assembly, and the hydraulic climbing formwork hanging shoes and the main tower can be anchored; in addition, as the hydraulic climbing formwork hanging shoes are fixed with one end of the climbing cone rod piece through the anchoring beam assembly, and the other end of the climbing cone rod piece is fixed in the concrete of the main tower, therefore, partial stress generated by the hydraulic climbing formwork hanging shoes can be sequentially transmitted to the anchoring beam assembly, the climbing cone rod piece and the concrete of the main tower, namely, the concrete of the main tower bears partial stress generated by the hydraulic climbing formwork hanging shoes, thereby effectively avoiding the stress concentration of the anchoring beam assembly and the climbing cone rod piece, improving the bearing capacity of the anchoring device, thereby improving the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoes, therefore, the embodiment of the application has simple structure and convenient operation, effectively improves the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes, and the stress is clear, the large load can be borne, and the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoe are enhanced.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an anchoring device for a hydraulic climbing formwork hanging shoe according to an embodiment of the present application;
FIG. 2 is a side view of an anchoring device for a hydraulic climbing form hanging shoe according to an embodiment of the present application;
FIG. 3 is an elevation view of an anchor beam assembly provided by an embodiment of the present application;
FIG. 4 is a side view of an anchor beam assembly provided by an embodiment of the present application;
FIG. 5 is a top view of an anchor beam assembly provided by an embodiment of the present application;
fig. 6 is a schematic flow chart of an anchoring construction method for a hydraulic climbing formwork hanging shoe of the anchoring beam assembly provided by the embodiment of the application.
In the figure: the method comprises the following steps of 1-climbing a cone rod piece, 2-anchoring beam assembly, 21-anchoring beam body, 22-anchoring plate, 23-hanging shoe anchoring base plate, 24-bearing plate, 25-supporting base plate, 26-stiffening plate, 27-stiffening rib, 3-hydraulic climbing mold hanging shoe, 31-hanging shoe anchoring plate, 4-main tower manhole and 5-screw rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
The embodiment of the application provides an anchor for hydraulic climbing formwork hanging boots, which can solve the problems of low construction efficiency and poor safety in the construction process existing in the related art.
Referring to fig. 1 and 2, an embodiment of the present application provides a schematic structural diagram of an anchoring device for a hydraulic climbing formwork hanging shoe, which includes two climbing cone rod members 1 and an anchoring beam assembly 2, where the two climbing cone rod members 1 are respectively used for being disposed at two sides of a main tower manhole 4, and one end of each climbing cone rod member 1 is fixed in concrete at a side of the main tower manhole 4; two ends of the anchoring beam assembly 2 are respectively connected with the other ends of the two climbing cone rod pieces 1, and the anchoring beam assembly 2 is used for anchoring the hydraulic climbing formwork hanging shoes 3.
Therefore, the embodiment of the application can realize the anchoring of the hydraulic climbing formwork hanging shoes 3 and the main tower only by connecting the hydraulic climbing formwork hanging shoes 3 with the anchoring beam assembly 2, has simple structure and convenient operation, does not need to pour and remove concrete in the manhole 4 of the main tower, and effectively improves the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes 3; in addition, as the hydraulic climbing formwork hanging shoes 3 are fixed with one end of the climbing cone rod piece 1 through the anchoring beam assembly 2, and the other end of the climbing cone rod piece 1 is fixed in the concrete of the main tower, therefore, partial stress generated by the hydraulic climbing formwork hanging shoes 3 can be sequentially transmitted to the anchoring beam assembly 2, the climbing cone rod piece 1 and the concrete of the main tower, namely, the concrete of the main tower bears partial stress generated by the hydraulic climbing formwork hanging shoes 3, thereby effectively avoiding the stress concentration of the anchoring beam component 2 and the climbing cone rod piece 1, improving the bearing capacity of the anchoring device, thereby improving the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoes 3, therefore, the embodiment of the application has simple structure and convenient operation, effectively improves the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes 3, and the stress is clear, the large load can be borne, and the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoe 3 are enhanced.
Further, in the present embodiment, referring to fig. 1 to 5, the anchoring beam assembly 2 includes an anchoring beam body 21 and two anchoring plates 22; the anchoring beam body 21 is used for anchoring the hydraulic climbing formwork hanging shoes 3, and can be preferably an H-shaped steel anchoring beam, the two anchoring plates 22 are respectively and fixedly connected with two ends of the anchoring beam body 21, and one side wall of each anchoring plate 22 is fixedly connected with the climbing cone rod piece 1.
Furthermore, in the embodiment of the present application, referring to fig. 3, the anchor beam assembly 2 further includes a hanging shoe anchor pad 23, the hanging shoe anchor pad 23 is fixed on the anchor beam body 21 and is disposed between the anchor beam body 21 and the hydraulic climbing formwork hanging shoe 3, that is, when the screw 5 is used to anchor the anchor beam body 21 and the hydraulic climbing formwork hanging shoe 3, the screw 5 sequentially penetrates through the hydraulic climbing formwork hanging shoe 3, the hanging shoe anchor pad 23 and the anchor beam body 21, and the hanging shoe anchor pad 23 is disposed to effectively increase the contact area between the screw 5 and the hydraulic climbing formwork hanging shoe 3 and the anchor beam body 21, respectively, and to disperse the stress applied to the anchor beam body 21.
Furthermore, in the embodiment of the present application, referring to fig. 3, the anchoring beam assembly 2 further includes a plurality of supporting plates 24 and a plurality of supporting plates 25, wherein the plurality of supporting plates 24 are fixed on the upper surface of the anchoring beam body 21, the plurality of supporting plates 25 are fixed on the side walls of the anchoring beam body 21, and the supporting plates 24 and the supporting plates 25 are arranged to effectively enhance the rigidity of the anchoring beam assembly 2 and ensure local stability.
Furthermore, in the embodiment of the present application, referring to fig. 1 to 5, the anchoring beam assembly 2 further includes a stiffening plate 26, one side surface of the stiffening plate 26 is fixedly connected to the upper surface of the anchoring beam body 21, and the other side surface of the stiffening plate 26 is fixedly connected to the side wall of the anchoring plate 22, and the arrangement of the stiffening plate 26 can effectively improve the connection stability between the anchoring beam body 21 and the anchoring plate 22, enhance the bearing capacity of the anchoring beam assembly 2, and further improve the safety of the anchoring device.
Furthermore, in the embodiment of the present application, referring to fig. 2 and fig. 4, the anchor beam assembly 2 further includes a stiffening rib 27, one side of the stiffening rib 27 is fixedly connected to the anchor beam body 21, and the other side of the stiffening rib 27 is fixedly connected to the shoe-hanging anchor plate of the hydraulic climbing formwork shoe 3, and the stiffening rib 27 can effectively disperse and transmit the stress generated by the hydraulic climbing formwork shoe 3 to the anchor beam body 21, the climbing cone member 1 and the concrete in sequence, thereby effectively avoiding the stress concentration of the anchor beam assembly 2, and improving the bearing capacity of the anchor device.
Furthermore, in this application embodiment, it is preferable that the climbing cone pole piece 1 and the anchor beam assembly 2 are detachably connected, and the anchor beam assembly 2 and the hydraulic climbing formwork hanging shoe 3 are detachably connected, and through the arrangement mode of detachable connection, not only the construction efficiency of the anchoring device can be improved, but also the reuse rate of the climbing cone pole piece 1 and the anchor beam assembly 2 can be improved.
Referring to fig. 6, an embodiment of the present application further provides an anchoring construction method for a hydraulic climbing formwork hanging shoe, including the following steps:
s1: one end of each of the two cone climbing rod pieces 1 is respectively embedded in concrete on two sides of the main tower manhole 4;
s2: two ends of the anchoring beam component 2 are respectively connected with the other ends of the two climbing cone rod pieces 1;
s3: anchoring the hydraulic climbing formwork hanging shoe 3 on the anchoring beam assembly 2, and enabling the hydraulic climbing formwork to climb;
s4: and after the hydraulic climbing formwork hanging shoe 3 finishes climbing action, the anchoring beam assembly 2 is removed.
Therefore, the embodiment of the application can realize the anchoring of the hydraulic climbing formwork hanging shoes 3 and the main tower only by pre-embedding the climbing cone rod piece 1 into the concrete at the side of the main tower manhole 4 in advance and then connecting the hydraulic climbing formwork hanging shoes 3 with the anchoring beam assembly 2, has simple structure and convenient operation, does not need to pour and remove the concrete in the main tower manhole 4, and effectively improves the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes 3; in addition, as the hydraulic climbing formwork hanging shoes 3 are fixed with one end of the climbing cone rod piece 1 through the anchoring beam assembly 2, and the other end of the climbing cone rod piece 1 is fixed in the concrete of the main tower, therefore, partial stress generated by the hydraulic climbing formwork hanging shoes 3 can be sequentially transmitted to the anchoring beam assembly 2, the climbing cone rod piece 1 and the concrete of the main tower, namely, the concrete of the main tower bears partial stress generated by the hydraulic climbing formwork hanging shoes 3, thereby effectively avoiding the stress concentration of the anchoring beam component 2 and the climbing cone rod piece 1, improving the bearing capacity of the anchoring device, thereby improving the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoes 3, therefore, the embodiment of the application has simple structure and convenient operation, effectively improves the construction efficiency of anchoring the hydraulic climbing formwork hanging shoes 3, and the stress is clear, the large load can be borne, and the stability and the safety of the anchoring device and the hydraulic climbing formwork hanging shoe 3 are enhanced.
The specific implementation steps of the embodiment of the application comprise: respectively embedding and anchoring one climbing cone rod piece 1 during concrete construction at two sides of the main tower manhole 4; welding the anchoring beam assembly 2, respectively anchoring the side walls of the anchoring plates 22 on the two sides of the anchoring beam assembly 2 with the cone climbing rod pieces 1 on the two sides of the main tower manhole 4 through bolts, and arranging a profile steel vertical support at the bottom for reinforcement; secondly, the hydraulic climbing formwork hanging shoes 3 are installed on the anchoring beam body 21 through the screws 5; and finally, enabling the hydraulic climbing formwork to climb, constructing lower concrete, dismantling the anchoring beam assembly 2 after the hydraulic climbing formwork hanging shoe 3 finishes climbing, and repeating the steps until the construction operation of the main tower is finished.
In the description of the present application, it should be noted that the terms "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are only for convenience in describing the present application and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and operate, and thus, should not be construed as limiting the present application. Unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are intended to be inclusive and mean, for example, that they may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
It is noted that, in the present application, relational terms such as "first" and "second", and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above description is merely exemplary of the present application and is presented to enable those skilled in the art to understand and practice the present application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. An anchoring device for a hydraulic climbing formwork hanging shoe, comprising:
the two cone climbing rod pieces (1) are respectively used for being arranged on two sides of the main tower manhole (4), and one end of each cone climbing rod piece (1) is fixed in concrete on the side of the main tower manhole (4);
the hydraulic climbing formwork comprises an anchoring beam assembly (2), wherein two ends of the anchoring beam assembly (2) are respectively connected with the other end of the climbing cone rod piece (1), and the anchoring beam assembly (2) is used for anchoring a hydraulic climbing formwork hanging shoe (3).
2. An anchoring device for hydraulic climbing formwork suspension shoes, according to claim 1, characterized in that the anchoring beam assembly (2) comprises:
the anchoring beam body (21), the anchoring beam body (21) is used for anchoring the hydraulic climbing formwork hanging shoes (3);
two anchor boards (22), two anchor board (22) respectively with the both ends fixed connection of anchor roof beam body (21), one lateral wall of anchor board (22) with climb awl member (1) fixed connection.
3. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam assembly (2) further comprises a hanging shoe anchoring backing plate (23), wherein the hanging shoe anchoring backing plate (23) is fixed on the anchoring beam body (21) and is arranged between the anchoring beam body (21) and the hydraulic climbing formwork hanging shoe (3).
4. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam assembly (2) further comprises a plurality of supporting plates (24), and the supporting plates (24) are fixed on the upper surface of the anchoring beam body (21).
5. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam assembly (2) further comprises a plurality of supporting base plates (25), and the supporting base plates (25) are fixed on the side wall of the anchoring beam body (21).
6. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam assembly (2) further comprises a stiffening plate (26), one side face of the stiffening plate (26) is fixedly connected with the upper surface of the anchoring beam body (21), and the other side face of the stiffening plate is fixedly connected with the side wall of the anchoring plate (22).
7. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam assembly (2) further comprises a stiffening rib (27), one side of the stiffening rib (27) is fixedly connected with the anchoring beam body (21), and the other side of the stiffening rib is fixedly connected with a hanging shoe anchor plate of the hydraulic climbing formwork hanging shoe (3).
8. An anchoring device for a hydraulic climbing formwork shoe, according to claim 2, characterized in that: the anchoring beam body (21) is an H-shaped section steel anchoring beam.
9. An anchoring device for a hydraulic climbing formwork shoe, according to claim 1, characterized in that: the climbing cone rod piece (1) is detachably connected with the anchoring beam assembly (2).
10. An anchoring device for a hydraulic climbing formwork shoe, according to claim 1, characterized in that: the anchoring beam assembly (2) is detachably connected with the hydraulic climbing formwork hanging shoe (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121019972.7U CN214939359U (en) | 2021-05-12 | 2021-05-12 | Anchoring device for hydraulic climbing formwork hanging boots |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121019972.7U CN214939359U (en) | 2021-05-12 | 2021-05-12 | Anchoring device for hydraulic climbing formwork hanging boots |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214939359U true CN214939359U (en) | 2021-11-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121019972.7U Active CN214939359U (en) | 2021-05-12 | 2021-05-12 | Anchoring device for hydraulic climbing formwork hanging boots |
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| CN (1) | CN214939359U (en) |
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2021
- 2021-05-12 CN CN202121019972.7U patent/CN214939359U/en active Active
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