CN213806626U - Thin-wall hollow pier column construction concrete pouring embedded part - Google Patents
Thin-wall hollow pier column construction concrete pouring embedded part Download PDFInfo
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- CN213806626U CN213806626U CN202022307986.0U CN202022307986U CN213806626U CN 213806626 U CN213806626 U CN 213806626U CN 202022307986 U CN202022307986 U CN 202022307986U CN 213806626 U CN213806626 U CN 213806626U
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- embedded part
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- hollow pier
- construction concrete
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Abstract
The utility model discloses a thin-wall hollow pier column construction concrete pouring embedded part, which comprises an embedded part and an outer side girder tripod, wherein an embedded part plate is arranged in the embedded part, the embedded part plate is connected with one end of a climbing cone through a high-strength screw rod, and the other end of the climbing cone is exposed outside the embedded part; the other end of the climbing cone is connected with the support through a stressed bolt; the outer side girder tripod is matched with the support. The utility model improves the whole contact area of the embedded part by fixing the steel ring at the top end of the embedded part plate and acting in the embedded system, increases the structural strength of the embedded part, leads the embedded part plate and the climbing cone which are connected together by the high-strength screw rod to form a complete body, and bears the force acted by the external girder tripod together; a level gauge is arranged below the external support, and whether the embedded part is inclined or not can be seen through an early warning lamp on the level gauge in the construction process, so that warning is provided for technicians.
Description
Technical Field
The utility model relates to an embedded part technical field specifically is an embedded part suitable for hollow bridge pier stud of thin wall.
Background
The embedded parts are members pre-installed in hidden engineering, namely, structural parts arranged when the structure is poured, and are used for overlapping when the superstructure is built. The embedded parts are mostly made of metal, so that the installation and fixation of the external engineering equipment foundation are facilitated.
The prior art has the following problems:
in the assembling process of the thin-wall hollow pier column construction concrete pouring embedded part, because the embedded part consists of a plurality of parts, the existing assembling means adopts welding, the height of a welding seam is not enough in the welding process, the structural strength is small compared with the design value due to the technical problems of welding deformation and the like, and safety accidents are caused.
The embedded parts are pre-installed inside the embedded system in the thin-wall hollow pier column construction concrete pouring process, and in the concrete pouring project, because the pier columns are high, the pouring impulsive force is large, and the tamping times are multiple, the embedded parts in the embedded system are prone to being inclined, broken and the like to damage the embedded parts, and the structures externally connected to the embedded parts are prone to being inclined, unstable and the like.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a hollow pier post construction concrete placement built-in fitting of thin wall to realize that simple to operate, firm in connection and stable in structure's effect between hollow pier post built-in fitting of thin wall and outside girder tripod.
In order to achieve the above object, the utility model provides a following technical scheme: a thin-wall hollow pier column construction concrete pouring embedded part comprises an embedded part and an outer side main beam tripod, wherein an embedded part plate is arranged in the embedded part, the embedded part plate is connected with one end of a climbing cone through a high-strength screw rod, and the other end of the climbing cone is exposed out of the embedded part; the other end of the climbing cone is connected with the support through a stressed bolt; the outer side girder tripod is matched with the support.
Preferably, a fixed steel ring is arranged on the embedded plate.
Preferably, the support is provided with a pair of sliding chutes, and flanges of the outer main beam tripod are matched with the pair of sliding chutes; and the support is provided with a level gauge and a warning lamp.
Preferably, the pair of sliding grooves are internally provided with limiting blocks.
Preferably, the support and the embedded part are anchored by cement nails.
Preferably, the outer main beam tripod is fixed with the support through a safety bolt.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model improves the whole contact area of the embedded part by fixing the steel ring at the top end of the embedded part plate and acting in the embedded system, increases the structural strength of the embedded part, leads the embedded part plate and the climbing cone which are connected together by the high-strength screw rod to form a complete body, and bears the force acted by the external girder tripod together; a level gauge is arranged below the external support, and whether the embedded part is inclined or not can be seen through an early warning lamp on the level gauge in the construction process, so that warning is provided for technicians.
Because pier stud creeping formwork built-in fitting atress is big, influence great to overall structure. The utility model discloses an inside embedded part board and outside support combined action increase built-in fitting bulk strength, have reached the effect that improves the structural security on former basis.
Drawings
Fig. 1 is the utility model discloses the structural schematic diagram of hollow pier column construction concrete placement built-in fitting of thin wall.
Fig. 2 is the utility model discloses the embedded part board schematic diagram of hollow pier column construction concrete placement built-in fitting of thin wall.
Fig. 3 is the utility model discloses hollow pier column construction concrete placement built-in fitting's of thin wall support schematic diagram.
Fig. 4 is the utility model discloses the post-assembly schematic view of hollow pier column construction concrete placement built-in fitting of thin wall.
Fig. 5 is the utility model discloses the assembly back side view of hollow pier column construction concrete placement built-in fitting of thin wall.
1. A component embedding plate; 1-1 fixing a steel ring; 2. embedding parts; 3. climbing a cone; 4. a high-strength screw; 5. a support; 5-1, a chute; 5-1-1 and a limiting block; 5-2, a level meter; 5-2-1, warning light; 6. a stressed bolt; 7. an outer main beam tripod; 7-1 and a safety bolt.
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. 1-5, the present invention provides a technical solution: the utility model provides a hollow pier column construction concrete placement built-in fitting of thin wall, includes built-in fitting 2 and outside girder tripod 7, is equipped with in the built-in fitting 2 and buries a board 1, buries and is equipped with fixed steel ring 1-1 on the board 1, guarantees that buries the stable fixing of a board 1 inside the built-in fitting 2, increases 2 structural strength of built-in fitting. The embedded part plate 1 is connected with one end of the climbing cone 3 through a high-strength screw rod 4, so that an internal structure of the embedded part 2 is formed. The other end of the creeping cone 3 is exposed outside the embedded part 2 and is connected with the support 5 through a stressed bolt 6, and meanwhile, the support 5 and the embedded part 2 are anchored through a cement nail, so that the integral stability of the device is ensured; the outer main beam tripod 7 is fitted with the support 5, thereby completing stable assembly of the outer main beam tripod 7.
A pair of sliding chutes 5-1 is formed in the support 5, and flanges of an outer main beam tripod 7 are inserted into the pair of sliding chutes 5-1; a limiting block 5-1-1 is arranged in the pair of sliding grooves 5-1, the size of the limiting block 5-1-1 is equal to the width of the sliding groove 5-1, the height of the limiting block 5-1-1 arranged in the sliding groove 5-1 is adjusted, the outer side girder tripod 7 and the support 5 are fixed through a safety bolt 7-1, and after the flange of the girder tripod 7 and the sliding groove 5-1 are assembled, the mounting stability between the flange and the sliding groove is guaranteed. By arranging the support 5, the sliding groove 5-1 and the limiting block 5-1-1, the embedded part 2 can be fixed through the support 5 in the installation process, then the flange of the external main beam tripod 7 is in sliding connection with the sliding groove 5-1, and then the stressed bolt 6 is in threaded connection with the other end of the internal embedded part creeping cone 3. If the support 5 and the stressed bolt 6 are not attached in the installation process, a gasket can be placed between the stressed bolt 6 and the support 5 to completely fix the stressed bolt and the support 5.
The support 5 is provided with a level 5-2 and a warning lamp 5-2-1, the level 5-2 is in electrical signal connection with the warning lamp 5-2-1, when the level 5-2 senses that the inclination phenomenon occurs in the construction process or when the stress is too large in the construction process of pouring concrete in the embedded system to cause the integral inclination of the embedded part 2, the warning lamp 5-2-1 flickers by transmitting a signal to the warning lamp 5-2-1, so that a worker is warned to avoid the instability phenomenon.
The working principle is as follows: the embedded part plate 1 is integrally arranged in an embedded part 2 of the thin-wall hollow pier stud, one end of the creeping cone 3 is arranged in the embedded part 2, and the other end of the creeping cone is exposed out of the embedded part 2. The embedded plate 1 is connected with the climbing cone 3 through a high-strength screw rod 4, and the whole embedded plate is arranged in the thin-wall hollow pier stud. The climbing cone 3 is connected with the support 5 through the stressed bolt 6, and the support 5 and the embedded part 2 are anchored through the cement nails, so that the stability of the front device installed on the outer side girder tripod 7 is guaranteed. After the position of the limiting block 5-1-1 in the sliding groove 5-1 is adjusted, the flange of the outer side main beam tripod 7 is assembled in the sliding groove 5-1, then the outer side main beam tripod 7 and the support 5 are fixed through the safety bolt 7-1, and at the moment, the support 5 and the outer side main beam tripod 7 are connected into a whole, so that the construction stability of an external structure is guaranteed.
When the level 5-2 senses that the embedded part 2 and the outer side girder tripod 7 are inclined in the construction process, the signal is transmitted to the warning lamp 5-2-1, so that the warning lamp 5-2-1 flickers, and workers are warned.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a hollow pier column construction concrete placement built-in fitting of thin wall, includes built-in fitting (2) and outside girder tripod (7), its characterized in that: an embedded part plate (1) is arranged in the embedded part (2), the embedded part plate (1) is connected with one end of the climbing cone (3) through a high-strength screw rod (4), and the other end of the climbing cone (3) is exposed out of the embedded part (2); the other end of the creeping cone (3) is connected with the support (5) through a stressed bolt (6); and the outer side girder tripod (7) is matched with the support (5).
2. The thin-wall hollow pier column construction concrete pouring embedded part according to claim 1, which is characterized in that: and a fixed steel ring (1-1) is arranged on the embedded plate (1).
3. The thin-wall hollow pier column construction concrete pouring embedded part according to claim 1, which is characterized in that: a pair of sliding grooves (5-1) is formed in the support (5), and flanges of the outer side girder tripod (7) are matched with the pair of sliding grooves (5-1); the support (5) is provided with a level gauge (5-2) and a warning lamp (5-2-1).
4. The thin-wall hollow pier stud construction concrete pouring embedded part according to claim 3, which is characterized in that: limiting blocks (5-1-1) are arranged in the pair of sliding grooves (5-1).
5. The thin-wall hollow pier column construction concrete pouring embedded part according to claim 1, which is characterized in that: the support (5) and the embedded part (2) are anchored through a cement nail.
6. The thin-wall hollow pier column construction concrete pouring embedded part according to claim 1, which is characterized in that: the outer side girder tripod (7) is fixed with the support (5) through a safety bolt (7-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022307986.0U CN213806626U (en) | 2020-10-16 | 2020-10-16 | Thin-wall hollow pier column construction concrete pouring embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022307986.0U CN213806626U (en) | 2020-10-16 | 2020-10-16 | Thin-wall hollow pier column construction concrete pouring embedded part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213806626U true CN213806626U (en) | 2021-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022307986.0U Active CN213806626U (en) | 2020-10-16 | 2020-10-16 | Thin-wall hollow pier column construction concrete pouring embedded part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213806626U (en) |
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2020
- 2020-10-16 CN CN202022307986.0U patent/CN213806626U/en active Active
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