CN216427998U - Hydraulic mould-climbing frame - Google Patents
Hydraulic mould-climbing frame Download PDFInfo
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- CN216427998U CN216427998U CN202122440564.5U CN202122440564U CN216427998U CN 216427998 U CN216427998 U CN 216427998U CN 202122440564 U CN202122440564 U CN 202122440564U CN 216427998 U CN216427998 U CN 216427998U
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Abstract
The utility model discloses a die carrier is climbed to hydraulic pressure, including climbing die carrier main part and pier stud, climb and install punching hydraulic jack in the die carrier main part, and the interpolation of punching hydraulic jack is equipped with the pole of climbing, it climbs the frame to be equipped with in the die carrier main part, and climbs the frame and be connected with bearing installation pole and fixed mounting pole respectively in both ends about just climbing the frame, be equipped with the reinforcing bar in the pier stud, and the embedded installation built-in fitting that is equipped with of pier stud, be equipped with location inserted bar and locating plate on the installation built-in fitting, and install the built-in fitting side and be connected with the stock to installation built-in fitting and stock interpolation are equipped with the solid steel pipe in location, bearing installation pole and fixed mounting pole lower extreme all are connected with the platform fixed plate. The installation embedded part of the hydraulic formwork climbing device is composed of a positioning plate and positioning insertion rods, the positioning insertion rods are used for positioning solid steel pipes and are inserted and fixed, and the positioning plate is used for connection and reinforcement processing of an anchor base and the installation embedded part, so that the anchor base can be stable relative to a pier stud, and stable use of the formwork climbing device is guaranteed.
Description
Technical Field
The utility model relates to a climb die carrier technical field specifically is a hydraulic pressure and climbs die carrier.
Background
The climbing form is a short name of the climbing form and is also called as a jumping form abroad. The climbing device consists of three parts, namely a climbing template, a climbing frame (or the climbing template does not have the climbing frame) and climbing equipment, and is an effective tool in constructing high-rise structures such as a shear wall system, a cylinder system, a pier and the like. Because of the self-climbing capability, the hoisting of hoisting machinery is not needed, and the hoisting workload of the transportation machinery in construction is reduced. The scaffold is hung on the self-climbing formwork, so that an external scaffold in the construction process can be omitted. In conclusion, the climbing formwork can reduce the number of hoisting machines and accelerate the construction speed, so the climbing formwork has better economic benefit.
When current hydraulic pressure creeping formwork frame was installed fixedly with the pier stud, fixed through solid location steel pipe between installation built-in fitting and the anchor socket, but can not effectually guarantee that the relative pier stud of anchor socket is firm fixed, if produce not hard up can cause the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a hydraulic pressure climbing formwork to solve on the existing market that the above-mentioned background art provided hydraulic pressure climbing formwork in with the pier stud install fixedly, fix through solid location steel pipe between installation built-in fitting and the anchor socket, but can not effectually guarantee that the relative pier stud of anchor socket is firm fixed, if produce not hard up can cause the problem of potential safety hazard.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a hydraulic pressure die-climbing frame, is including climbing die carrier main part and pier stud, it is equipped with the pole of climbing to climb to install on the die carrier main part and cross the core hydraulic jack, it is equipped with in the die carrier main part and climbs the frame, and climbs about the frame both ends and be connected with bearing installation pole and fixed mounting pole respectively to climb the frame upper end side and still install the rail guard, be equipped with the reinforcing bar in the pier stud, and the embedded installation built-in fitting that is equipped with of pier stud, be equipped with location inserted bar and locating plate on the installation built-in fitting, and install the built-in fitting side and be connected with the anchor block to installation built-in fitting and anchor block interpolation are equipped with the solid steel pipe of location, bearing installation pole and fixed mounting pole lower extreme all are connected with the platform fixed plate, anchor block side-mounting has fixed bolt, and the anchor block inserts with the pole of climbing and establish and be connected to the pole upper end cover is equipped with the jib nut.
Preferably, a template is arranged on the climbing formwork main body, one side of the template is connected with a supporting plate through a connecting rod, the other end of the supporting plate is symmetrically connected with an inclined supporting rod, the other end of the inclined supporting rod is provided with a backward moving device, and the backward moving device is connected with the bearing installation rod.
Preferably, the width of the platform fixing plate is greater than the widths of the bearing mounting rod and the fixed mounting rod, and the length of the platform fixing plate is equal to the lengths of the bearing mounting rod and the fixed mounting rod.
Preferably, one side of the lower end of the fixed mounting rod, which is close to the pier stud, is symmetrically provided with limiting rollers through bolts, and the limiting rollers are positioned on two sides of the climbing rod.
Preferably, the shape of the cross section of the anchor block is the same as that of the cross section of the positioning plate, and through holes corresponding to the positions of the upper ends of the anchor block and the positioning plate are formed.
Preferably, location inserted bar and locating plate are through welding structure as an organic whole, and the lateral surface of locating plate flushes with the side of pier stud.
Compared with the prior art, the beneficial effects of the utility model are that: the installation embedded part of the hydraulic climbing formwork is composed of a positioning plate and positioning insertion rods, the positioning insertion rods are used for positioning solid steel pipes and fixedly inserted, and the positioning plate is used for connection and reinforcement processing of an anchor base and the installation embedded part, so that the anchor base can be stable relative to a pier stud, and stable use of the climbing formwork is guaranteed. This hydraulic pressure climbing formwork frame has all set up the platform fixed plate at the lower extreme of bearing installation pole and fixed mounting pole, can conveniently climb the fixed processing of die carrier platform, reduces the destruction of bearing installation pole and fixed mounting pole, improves the steadiness of climbing the die carrier to conveniently climb the use of die carrier.
Drawings
Fig. 1 is a schematic view of a connection structure between a main body and a pier stud of a hydraulic climbing formwork of the present invention;
fig. 2 is a schematic view of a main body climbing structure of a hydraulic climbing formwork of the present invention;
fig. 3 is a schematic view of a connection structure between a bearing mounting rod and a platform fixing plate of the hydraulic climbing formwork of the present invention;
fig. 4 is the utility model discloses an anchor block and installation built-in fitting connection structure sketch of die carrier are climbed to hydraulic pressure.
In the figure: 1. the climbing formwork comprises a climbing formwork main body, 2, a supporting plate, 3, a formwork, 4, an inclined supporting rod, 5, a protective guard, 6, a backward moving device, 7, a bearing installation rod, 8, a platform fixing plate, 9, a climbing frame, 10, a fixing bolt, 11, a fixing installation rod, 12, a limiting roller, 13, a hanger rod nut, 14, an anchor seat, 15, a steel bar, 16, an installation embedded part, 17, a pier stud, 18, a positioning solid steel pipe, 19, a climbing rod, 20, a center penetrating hydraulic jack, 21, a positioning inserted rod, 22 and a positioning plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a hydraulic climbing formwork comprises a climbing formwork main body 1 and pier columns 17, wherein a center-penetrating hydraulic jack 20 is installed on the climbing formwork main body 1, a climbing rod 19 is inserted in the center-penetrating hydraulic jack 20, a climbing frame 9 is arranged on the climbing formwork main body 1, the upper end and the lower end of the climbing frame 9 are respectively connected with a bearing installation rod 7 and a fixed installation rod 11, the bearing installation rod 7 and the fixed installation rod 11 are structures on the existing hydraulic climbing formwork, the bearing installation rod 7 is used for being connected and fixed with an embedded part 16, so that the climbing formwork main body 1 is fixed relative to the pier columns 17, the center-penetrating hydraulic jack 20 is fixed between the bearing installation rod 7 and the fixed installation rod 11, a guard rail 5 is further installed on the side face of the upper end of the climbing frame 9, a formwork 3 is arranged on the climbing formwork main body 1, one side of the formwork 3 is connected with a support plate 2 through a connecting rod, and the other end of the support plate 2 is symmetrically connected with inclined support rods 4, and the other end of the diagonal brace 4 is provided with a backward moving device 6, and the backward moving device 6 is connected with a bearing installation rod 7, when the formwork climbing frame main body 1 pours the pier stud 17, the support plate 2 is moved by the backward moving device 6, so that the formwork 3 is close to or far away from the pier stud 17, the diagonal brace 4 plays a role in connecting and reinforcing the support plate 2 and the backward moving device 6, a steel bar 15 is arranged in the pier stud 17, an installation embedded part 16 is embedded in the pier stud 17, a positioning inserted rod 21 and a positioning plate 22 are arranged on the installation embedded part 16, an anchor seat 14 is connected to the side surface of the installation embedded part 16, the cross section shape of the anchor seat 14 is the same as that of the positioning plate 22, through holes with corresponding positions are respectively arranged at the upper ends of the anchor seat 14 and the positioning plate 22, the structure can lead the anchor seat 14 and the positioning plate 22 to carry out bolt fixing treatment through the through holes at the upper ends, thereby leading the connection of the anchor seat 14 and the installation embedded part 16 to carry out reinforcing treatment, the bearing installation rod 7 can be stably connected with the pier stud 17 under the action of the anchor seat 14, the positioning inserted rod 21 and the positioning plate 22 are welded into an integral structure, the outer side surface of the positioning plate 22 is flush with the side surface of the pier stud 17, the structure enables the installation embedded part 16 to be completely hidden in the pier stud 17, the positioning plate 22 can facilitate the embedded part 16 to be embedded and positioned, so that the installation and the use of the climbing formwork main body 1 are facilitated, the positioning solid steel pipe 18 is inserted into the installation embedded part 16 and the anchor seat 14, the lower ends of the bearing installation rod 7 and the fixed installation rod 11 are both connected with the platform fixing plate 8, the width of the platform fixing plate 8 is larger than the widths of the bearing installation rod 7 and the fixed installation rod 11, the length of the platform fixing plate 8 is equal to the lengths of the bearing installation rod 7 and the fixed installation rod 11, and the platform fixing plate 8 can facilitate the fixing treatment of the platform on the climbing formwork main body 1, the structure can prevent the bearing installation rod 7 and the fixed installation rod 11 from being damaged due to the structure that the bearing installation rod and the fixed installation rod 11 are fixed with a platform, the installation stability of the climbing formwork main body 1 is improved, so that the use of the climbing formwork main body 1 is facilitated, one side, close to a pier stud 17, of the lower end of the fixed installation rod 11 is symmetrically provided with the limiting rollers 12 through bolts, the limiting rollers 12 are positioned at two sides of the climbing rod 19, the structure enables the climbing rod 19 to be subjected to limiting protection treatment through the limiting rollers 12 when moving, so that the moving treatment of the climbing rod 19 is facilitated, the climbing treatment of the climbing formwork main body 1 is facilitated, the side surface of the anchor base 14 is provided with the fixed bolt 10, the anchor base 14 is connected with the climbing rod 19 in an inserting manner, the upper end of the climbing rod 19 is sleeved with the suspender nut 13, the suspender nut 13 plays a role in fixing the climbing rod 19 and the anchor base 14, the climbing formwork main body 1 is convenient to climb under the effect of the climbing rod 19, and after the climbing formwork main body 1 is fixed, the hanger rod nut 13 can be detached and the force conversion can be carried out through the fixing bolt 10.
The working principle is as follows: when the hydraulic climbing formwork is used, firstly, the pier column 17 is composed of concrete and reinforcing steel bars 15, the installation embedded part 16 is embedded in the pier column 17 when the pier column 17 is poured, the anchor seat 14 is connected and fixed with the positioning plate 22 of the installation embedded part 16 through bolts, then the positioning solid steel pipe 18 is inserted into the positioning insertion rod 21 of the anchor seat 14 and the installation embedded part 16, the positioning solid steel pipe 18 is subjected to installation and fixing treatment, then the climbing rod 19 in the penetrating hydraulic jack 20 is upwards moved and inserted into the anchor seat 14, the climbing rod 19 is fixed by the suspender nut 13, the limiting roller 12 plays a limiting protection treatment on the movement of the climbing rod 19, the climbing frame 9 performs a climbing treatment with the penetrating hydraulic jack 20 through the climbing rod 19, the bearing installation rod 7 and the fixed installation rod 11 play a fixing role on the penetrating hydraulic jack 20, after the bearing installation rod 7 climbs to the upper end anchor seat 14, fix anchor block 14 and bearing installation pole 7, then dismantle jib nut 13, and carry out the atress conversion to anchor block 14 through fixing bolt 10, later remove backup pad 2 through rearward moving device 6, make template 3 be close to pier stud 17, let pier stud 17 can pour the processing, inlay into pier stud 17 once more with installation built-in fitting 16 simultaneously, diagonal brace 4 is to backup pad 2 and the effect that rearward moving device 6 supported, rail guard 5 plays the effect of protection to climbing die carrier main part 1, the platform of climbing die carrier main part 1 is fixed through platform fixed plate 8, can reduce the destruction of bearing installation pole 7 and fixed mounting pole 11, let climbing die carrier main part 1 use safely and steadily, after pier stud 17 pours and accomplishes, make template 3 break away from pier stud 17, later cycle repetition above steps can, thereby accomplish a series of work.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a die carrier is climbed to hydraulic pressure, is including climbing die carrier main part (1) and pier stud (17), it wears heart hydraulic jack (20) to install on die carrier main part (1), and wears heart hydraulic jack (20) interpolation and be equipped with pole (19), its characterized in that: the climbing formwork comprises a climbing formwork main body (1), wherein a climbing frame (9) is arranged on the climbing formwork main body (1), the upper end and the lower end of the climbing frame (9) are respectively connected with a bearing installation rod (7) and a fixed installation rod (11), a guard rail (5) is further installed on the side face of the upper end of the climbing frame (9), a reinforcing steel bar (15) is arranged in a pier column (17), an installation embedded part (16) is embedded in the pier column (17), a positioning insertion rod (21) and a positioning plate (22) are arranged on the installation embedded part (16), an anchor seat (14) is connected to the side face of the installation embedded part (16), a positioning solid steel pipe (18) is inserted in the installation embedded part (16) and the anchor seat (14), the lower ends of the bearing installation rod (7) and the fixed installation rod (11) are both connected with a platform fixing plate (8), a fixed bolt (10) is installed on the side face of the anchor seat (14), and the anchor seat (14) is inserted and connected with the climbing rod (19), and a hanger rod nut (13) is sleeved on the upper end of the climbing rod (19).
2. The hydraulic formwork climbing formwork according to claim 1, characterized in that: the climbing formwork is characterized in that a formwork (3) is arranged on the formwork climbing main body (1), one side of the formwork (3) is connected with a supporting plate (2) through a connecting rod, inclined supporting rods (4) are symmetrically connected to the other end of the supporting plate (2), a backward moving device (6) is arranged at the other end of each inclined supporting rod (4), and the backward moving device (6) is connected with a bearing installation rod (7).
3. The hydraulic formwork climbing formwork according to claim 1, characterized in that: the width of the platform fixing plate (8) is larger than the widths of the bearing mounting rod (7) and the fixed mounting rod (11), and the length of the platform fixing plate (8) is equal to the lengths of the bearing mounting rod (7) and the fixed mounting rod (11).
4. The hydraulic formwork climbing formwork according to claim 1, characterized in that: and one side of the lower end of the fixed mounting rod (11) close to the pier stud (17) is symmetrically provided with a limiting roller (12) through a bolt, and the limiting roller (12) is positioned on two sides of the climbing rod (19).
5. The hydraulic formwork climbing formwork according to claim 1, characterized in that: the cross-sectional shape of the anchor block (14) is the same as that of the positioning plate (22), and through holes corresponding to the upper ends of the anchor block (14) and the positioning plate (22) are formed.
6. The hydraulic formwork climbing formwork according to claim 1, characterized in that: the positioning inserted bar (21) and the positioning plate (22) are welded into a whole, and the outer side surface of the positioning plate (22) is flush with the side surface of the pier stud (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122440564.5U CN216427998U (en) | 2021-10-11 | 2021-10-11 | Hydraulic mould-climbing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122440564.5U CN216427998U (en) | 2021-10-11 | 2021-10-11 | Hydraulic mould-climbing frame |
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| Publication Number | Publication Date |
|---|---|
| CN216427998U true CN216427998U (en) | 2022-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122440564.5U Active CN216427998U (en) | 2021-10-11 | 2021-10-11 | Hydraulic mould-climbing frame |
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| CN (1) | CN216427998U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837071A (en) * | 2022-05-16 | 2022-08-02 | 中国十九冶集团有限公司 | Construction method for pouring concrete high pier |
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2021
- 2021-10-11 CN CN202122440564.5U patent/CN216427998U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837071A (en) * | 2022-05-16 | 2022-08-02 | 中国十九冶集团有限公司 | Construction method for pouring concrete high pier |
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Address after: Building F3, Group F, Nanning ASEAN Enterprise Headquarters Port, No. 10, Xinji Road, Gaoxin District, Nanning City, Guangxi Zhuang Autonomous Region, 530000 Patentee after: Guangxi Jiaojian Engineering Construction Group Co.,Ltd. Address before: 530000 15, West Guangxi building, 4 Kok Road, Nanning, the Guangxi Zhuang Autonomous Region Patentee before: GUANGXI CHANGCHANG ROAD & BRIDGE CONSTRUCTION Co.,Ltd. |