CN211473453U - Reinforced structure of pre-buried channel - Google Patents
Reinforced structure of pre-buried channel Download PDFInfo
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- CN211473453U CN211473453U CN201922001753.5U CN201922001753U CN211473453U CN 211473453 U CN211473453 U CN 211473453U CN 201922001753 U CN201922001753 U CN 201922001753U CN 211473453 U CN211473453 U CN 211473453U
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Abstract
The utility model discloses a reinforced structure of embedded channel for on installing the precast concrete wall body with the embedded channel fastening, laid the reinforcing bar in the precast concrete wall body, the precast concrete wall body periphery side is equipped with the template case, and one side fixedly connected with anchor assembly, anchor assembly and reinforcing bar fixed connection of notch are kept away from to the tank bottom of embedded channel. Through fixed connection anchor assembly on the embedded channel to anchor assembly and reinforcing bar fixed connection can firmly install the embedded channel on precast concrete wall, construction convenience, and need not to trompil fixedly on the template case, thereby make template case can reuse, resources are saved, reduce cost.
Description
Technical Field
The utility model relates to an embedded part consolidates technical field, and more specifically the reinforced structure who relates to a buried channel in advance that says so.
Background
The pre-buried channel is a member pre-installed in hidden engineering, is a structural accessory installed during structural pouring, is used for anchoring connection of a masonry structure, and is beneficial to installation and fixation of an external engineering equipment foundation. The pre-buried channel is widely applied to projects such as tunnels, railways and pipe galleries.
At present, the installation method of the embedded channel generally has two methods: one method is that a measure rib is welded on an anchor rod of a pre-buried channel, and then the measure rib is bound on a main structure reinforcing steel bar, when concrete is poured, the pre-buried channel is easy to deviate towards the inside of a wall, so that the installation quality of the pre-buried channel is poor, the pre-buried channel is submerged by cement slurry, and the difficulty of picking and chiseling in the later period is increased; the other type is that the holes are formed in the formwork box, the pre-buried channel is fixed to the formwork box through the bolts, the formwork box is damaged, the turnover utilization rate of the formwork box is reduced, the installed bolts need to be disassembled after concrete pouring is completed, the formwork can be disassembled, labor is consumed, and the cost is increased.
Therefore, how to provide a reinforced structure of a pre-buried channel, which is convenient to construct, reduces the cost and can ensure the installation quality of the pre-buried channel, is a problem that needs to be solved urgently by technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a convenient to be under construction, reduce cost and can guarantee the reinforced structure of pre-buried channel installation quality.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a reinforced structure of embedded channel for on installing the embedded channel fastening to precast concrete wall, the reinforcing bar has been laid to precast concrete wall, the outer week side of precast concrete wall encloses and is equipped with the template case, one side fixedly connected with anchor assembly of notch is kept away from to the tank bottom of embedded channel, anchor assembly with reinforcing bar fixed connection.
According to the technical scheme, compare with prior art, the utility model discloses a reinforced structure of pre-buried channel is through fixed connection anchor assembly on pre-buried channel to anchor assembly and reinforcing bar fixed connection can be with pre-buried channel firm installation on precast concrete wall body, construction convenience, and it is fixed to need not the trompil on the template case, thereby makes template case reuse, resources are saved, reduce cost.
Further, anchor assembly length direction with buried channel length direction sets up perpendicularly, and is a plurality of and a plurality of anchor assembly is followed buried channel length direction interval sets up, improves the steadiness to can wholly stabilize buried channel on precast concrete wall.
Further, each of the anchors includes:
one end of the reinforcing rod is fixedly connected with the embedded channel;
and the reinforcing sheet is fixedly connected with the other end of the reinforcing rod, and the reinforcing sheet is fixedly connected with the reinforcing steel bar. Through fixing the reinforcing plate on the reinforcing bar, can adjust and fix the position of buried channel in the vertical direction.
Further, one side that the notch was kept away from to the tank bottom of embedded channel is fixed with the installation nut, the position that the anchor strut is close to its one end is equipped with first screw thread section, first screw thread section with the installation nut spiro union is fixed, easily the installation of anchor strut and embedded channel.
Furthermore, a second thread section is arranged at a position, close to the other end of the reinforcing rod, a long strip-shaped adjusting hole is formed in the reinforcing plate, and the second thread section penetrates through the long strip-shaped adjusting hole and is fixedly connected with the reinforcing plate through a fastening nut. The reinforcing rod moves in the elongated adjusting hole, and the position of the embedded channel in the horizontal direction can be adjusted.
Furthermore, the second spiral segment end is screwed with a lock nut, and the lock nut and the fastening nut are respectively positioned on two sides of the reinforcing sheet. Through lock nut and fastening nut's cooperation, can stabilize the reinforcement piece on strengthening.
Furthermore, the embedded channel with the strengthening rod other end respectively with the upper and lower inner wall butt of template case can guarantee the position of embedded channel in the front and back direction.
Furthermore, the water stop sheets are fixedly mounted on the reinforcing rods, so that a wall body with a waterproof requirement can be met, and water is prevented from entering the inner side of the wall body.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a reinforcing structure of a pre-buried channel in a using process according to the present invention.
Fig. 2 is a schematic side view of the installation reinforcing structure of the embedding groove channel.
Fig. 3 is an enlarged schematic view of a portion a of fig. 2.
Fig. 4 is a front view structure diagram of fig. 1.
FIG. 5 is a schematic top view of the reinforcing rods and reinforcing sheet when assembled.
Fig. 6 is a schematic structural view of the reinforcing sheet.
Wherein: 1-embedded channel, 2-precast concrete wall, 3-steel bar, 4-formwork box, 5-anchoring piece, 51-reinforcing rod, 52-reinforcing sheet, 521-elongated adjusting hole, 6-mounting nut, 7-fastening nut, 8-locking nut and 9-water stop sheet.
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.
The embodiment of the utility model discloses reinforced structure of embedded channel for on installing 1 fastening of embedded channel to precast concrete wall 2, laid reinforcing bar 3 in precast concrete wall 2, precast concrete wall 2 periphery side encloses and is equipped with template case 4, one side fixedly connected with anchor assembly 5, anchor assembly 5 and 3 fixed connection of reinforcing bar of notch are kept away from to embedded channel 1's tank bottom.
The length direction of the anchoring parts 5 is perpendicular to the length direction of the embedded channel and is multiple, and the anchoring parts 5 are arranged at intervals along the length direction of the embedded channel 1.
Each anchor 5 comprises:
one end of the reinforcing rod 51 is fixedly connected with the embedded channel 1;
the reinforcing plate 52, the reinforcing plate 52 and the reinforcing rod 51 are fixedly connected at the other end, and the reinforcing plate 52 and the reinforcing steel bar 3 are fixedly connected.
And a mounting nut 6 is fixed on one side of the groove bottom of the embedded channel 1, which is far away from the groove opening, a first thread section is arranged at the position of the reinforcing rod 51, which is close to one end of the reinforcing rod, and the first thread section is fixed with the mounting nut 6 in a threaded manner.
The reinforcing rod 51 is provided with a second thread section near the other end thereof, the reinforcing plate 52 is provided with an elongated adjusting hole 521, and the second thread section penetrates through the elongated adjusting hole 521 and is fixedly connected with the reinforcing plate 52 through the fastening nut 7.
The second thread section is screwed with a lock nut 8, and the lock nut 8 and the fastening nut 7 are respectively arranged at two sides of the reinforcing plate 52.
The other ends of the embedded channel 1 and the reinforcing rod 51 are respectively abutted against the upper inner wall and the lower inner wall of the template box 4.
The reinforcing rod 51 is fixedly provided with a water stop sheet 9.
The reinforcing method of the reinforcing structure of the embedded channel comprises the following steps:
the method comprises the steps of firstly, positioning and paying off of the embedded channel according to the drawing requirements, binding the reinforcing sheet to a steel bar according to the positioning and paying off positions, processing the mantle fiber of the reinforcing rod in a factory according to the wall thickness requirements and the waterproof requirements, screwing one end of the mantle fiber to an installation nut, screwing the length of the mantle fiber of the other end of the reinforcing rod to 10cm, and screwing the reinforcing rod and the mounting nut through a fastening nut and a locking nut.
This installation reinforced structure can make the buried way fixed in the three direction of perpendicular, level, front and back to guarantee buried way's installation quality, and the second screw thread section on the anchor strut can replace partial concrete protection layer cushion, construction convenience.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant points can be referred to the method part for description.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. 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 invention. Thus, the present invention 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 (8)
1. The utility model provides a reinforced structure of buried way for on installing buried way (1) fastening to precast concrete wall (2), laid reinforcing bar (3) in precast concrete wall (2), precast concrete wall (2) periphery side encloses and is equipped with template case (4), its characterized in that, one side fixedly connected with anchor assembly (5) of notch are kept away from to the tank bottom of buried way (1), anchor assembly (5) with reinforcing bar (3) fixed connection.
2. A reinforced structure of a pre-buried channel as claimed in claim 1, wherein the length direction of the anchoring member (5) is perpendicular to the length direction of the pre-buried channel (1), and the anchoring member (5) is plural and the anchoring members (5) are arranged at intervals along the length direction of the pre-buried channel (1).
3. A reinforcement structure for pre-buried channels according to claim 2, characterized in that each of said anchoring elements (5) comprises:
one end of the reinforcing rod (51) is fixedly connected with the embedded channel (1);
the reinforcing plate (52), the reinforcing plate (52) and the other end of the reinforcing rod (51) are fixedly connected, and the reinforcing plate (52) and the reinforcing steel bar (3) are fixedly connected.
4. The reinforcement structure of a pre-buried channel, according to claim 3, is characterized in that a mounting nut (6) is fixed on one side of the bottom of the pre-buried channel (1) far away from the notch, a first thread section is arranged on the position of the reinforcing rod (51) close to one end of the reinforcing rod, and the first thread section is fixed with the mounting nut (6) in a threaded mode.
5. The reinforcement structure of the embedded channel according to claim 4, wherein a second thread section is arranged at a position of the reinforcement rod (51) close to the other end of the reinforcement rod, a long-strip-shaped adjustment hole (521) is formed in the reinforcement plate (52), and the second thread section penetrates through the long-strip-shaped adjustment hole (521) and is fixedly connected with the reinforcement plate (52) through a fastening nut (7).
6. The reinforcement structure of a pre-buried channel according to claim 5, wherein a lock nut (8) is screwed on the second thread section, and the lock nut (8) and the fastening nut (7) are respectively located on two sides of the reinforcement plate (52).
7. A strengthening structure of a buried channel according to any of claims 3-6, wherein the other ends of the buried channel (1) and the reinforcing rod (51) are respectively abutted against the upper and lower inner walls of the formwork box (4).
8. The reinforcement structure of a pre-buried channel according to claim 7, wherein a water stop plate (9) is fixedly installed on the reinforcing rod (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922001753.5U CN211473453U (en) | 2019-11-19 | 2019-11-19 | Reinforced structure of pre-buried channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922001753.5U CN211473453U (en) | 2019-11-19 | 2019-11-19 | Reinforced structure of pre-buried channel |
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| Publication Number | Publication Date |
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| CN211473453U true CN211473453U (en) | 2020-09-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201922001753.5U Active CN211473453U (en) | 2019-11-19 | 2019-11-19 | Reinforced structure of pre-buried channel |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809895A (en) * | 2020-06-28 | 2020-10-23 | 中国二十冶集团有限公司 | Positioning device and positioning method for positioning embedded channel |
| CN114482121A (en) * | 2020-10-27 | 2022-05-13 | 华鸿建设集团有限公司 | Adjustable shoring fixing system for pre-buried channel of side wall of pipe gallery and construction method of adjustable shoring fixing system |
-
2019
- 2019-11-19 CN CN201922001753.5U patent/CN211473453U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809895A (en) * | 2020-06-28 | 2020-10-23 | 中国二十冶集团有限公司 | Positioning device and positioning method for positioning embedded channel |
| CN114482121A (en) * | 2020-10-27 | 2022-05-13 | 华鸿建设集团有限公司 | Adjustable shoring fixing system for pre-buried channel of side wall of pipe gallery and construction method of adjustable shoring fixing system |
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