CN216446339U - A super-strength reinforced concrete beam - Google Patents
A super-strength reinforced concrete beam Download PDFInfo
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- CN216446339U CN216446339U CN202122481988.6U CN202122481988U CN216446339U CN 216446339 U CN216446339 U CN 216446339U CN 202122481988 U CN202122481988 U CN 202122481988U CN 216446339 U CN216446339 U CN 216446339U
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Abstract
本实用新型提出了一种超强钢筋混凝土梁，包括第一梁架、第二梁架、连接杆、第一架立钢筋、第二架立钢筋、钢箍、受力钢筋，所述第一梁架与第二梁架均安装在连接杆上且第一梁架与第二梁架之间距离可调，所述第一梁架与第二梁架的长度均可调节，第一架立钢筋与第二架立钢筋分别卡接在第一梁架、第二梁架上，钢箍套设在第一架立钢筋与第二架立钢筋上，所述受力钢筋安装在钢箍上且受力钢筋位于第一梁架与第二梁架之间。本实用新型提出了一种超强钢筋混凝土梁，便于对混凝土梁钢筋进行装配，使其形成钢筋骨架，提高了混凝土梁钢筋装配的效率，便于施工的进行。
The utility model proposes a super-strength reinforced concrete beam, comprising a first beam frame, a second beam frame, a connecting rod, a first frame vertical steel bar, a second frame vertical steel bar, a steel hoop, and a stressed steel bar. The beam frame and the second beam frame are both installed on the connecting rod, and the distance between the first beam frame and the second beam frame is adjustable, the lengths of the first beam frame and the second beam frame can be adjusted, and the first beam frame is vertical The steel bar and the second frame vertical steel bar are respectively clamped on the first beam frame and the second frame frame, the steel hoop is sleeved on the first frame vertical steel bar and the second frame vertical steel bar, and the stressed steel bar is installed on the steel hoop And the stressed steel bars are located between the first beam frame and the second beam frame. The utility model proposes a super-strength reinforced concrete beam, which is convenient to assemble the steel bars of the concrete beam to form a steel skeleton, which improves the efficiency of the steel bar assembly of the concrete beam and facilitates the construction.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a super-strong reinforced concrete beam.
Background
The reinforced concrete beam is a beam made of reinforced concrete materials, the reinforced concrete beam can be made into an independent beam, can also form an integral beam-plate type floor system with a reinforced concrete plate, or form an integral single-layer or multi-layer framework with a reinforced concrete column, the reinforced concrete beam has various forms, is the most basic bearing component in engineering structures such as house buildings, bridge buildings and the like, has extremely wide application range, most of the existing concrete beams form a steel bar framework by erecting steel bars, steel hoops and stressed steel bars, and then concrete is poured to form the reinforced concrete beam.
The existing reinforced concrete beam has certain disadvantages when in use, the steel bars of the concrete beam are not convenient to assemble according to the building condition in the construction process, the assembly is also troublesome, and the stable strength is also to be improved.
SUMMERY OF THE UTILITY MODEL
Based on the technical problems in the background art, the utility model provides a super-strong reinforced concrete beam.
The utility model provides a super-strong reinforced concrete beam which comprises a first beam frame, a second beam frame, a connecting rod, a first erection steel bar, a second erection steel bar, a steel hoop and a stressed steel bar, wherein the first beam frame and the second beam frame are both arranged on the connecting rod, the distance between the first beam frame and the second beam frame is adjustable, the lengths of the first beam frame and the second beam frame are adjustable, the first erection steel bar and the second erection steel bar are respectively clamped on the first beam frame and the second beam frame, the steel hoop is sleeved on the first erection steel bar and the second erection steel bar, and the stressed steel bar is arranged on the steel hoop and is positioned between the first beam frame and the second beam frame.
Preferably, the first beam frame comprises two first supporting blocks and a first sliding rod, the two first supporting blocks are sleeved on the first sliding rod in a sliding mode, a first bolt tightly pressed with the first sliding rod is connected to the first supporting blocks through threads, a first opening is formed in the first supporting blocks, first inserting blocks extending into the first opening are inserted into the first supporting blocks in a plugging mode, first positioning blocks are installed on the first supporting blocks, second openings are formed in the first positioning blocks, second inserting blocks extending into the second opening are inserted into the first positioning blocks in a plugging mode, first clamping grooves are formed in one sides, far away from the first inserting blocks, of the first inserting blocks, and the first beam frame is connected to the two first clamping grooves in a clamping mode.
Preferably, the second beam frame comprises two second supporting blocks and a second sliding rod, the two second supporting blocks are all slidably sleeved on the second sliding rod, a second bolt tightly pressed with the second sliding rod is connected to the second supporting blocks through threads, a third opening is formed in each second supporting block, a third insert block extending into the third opening is inserted into each second supporting block, a second positioning block is mounted on each second supporting block, a fourth opening is formed in each second positioning block, a fourth insert block extending into the fourth opening is inserted into each second positioning block, and a second clamping groove is formed in one side, far away from each other, of each third insert block and the corresponding fourth insert block, and the second erection steel bars are clamped on the second clamping grooves.
Preferably, the first supporting block and the second supporting block are both in an L-shaped structure.
Preferably, the connecting rod slides and passes through the first supporting block and the second supporting block, the first supporting block and the second supporting block are in threaded connection with a third bolt tightly pressed with the connecting rod, and the connecting rod is provided with a plurality of notches.
The utility model has the following beneficial effects:
in order to assemble the reinforcing steel bars of the concrete beam conveniently, through the first beam frame and the design of the second beam frame, the distance between the first beam frame and the second beam frame on the connecting rod can be adjusted according to the condition of building construction, the length of the first beam frame and the length of the second beam frame are adjusted respectively according to the length of the reinforcing steel bars, the first erection reinforcing steel bars and the second erection reinforcing steel bars are clamped on the first beam frame and the second beam frame respectively, the steel hoops are sleeved on the first erection reinforcing steel bars and the second erection reinforcing steel bars, the first erection reinforcing steel bars and the second erection reinforcing steel bars are fixed, a steel bar framework is formed, stressed reinforcing steel bars are installed on the steel hoops, the structure is convenient to assemble the reinforcing steel bars of the concrete beam, the assembling efficiency is improved, and the stability of the concrete beam is further improved.
Drawings
Fig. 1 is a schematic view of an overall structure of a super reinforced concrete beam according to the present invention.
Fig. 2 is a schematic view of a partial structure of a super reinforced concrete beam according to the present invention.
Detailed Description
Referring to fig. 1 and 2, the utility model provides a super-strong reinforced concrete beam, which comprises a first beam frame 1, a second beam frame 2, a connecting rod 3, a first erection steel bar 4, a second erection steel bar 5, a steel hoop 6 and a stressed steel bar 7, wherein the first beam frame 1 and the second beam frame 2 are both arranged on the connecting rod 3, and the distance between the first beam frame 1 and the second beam frame 2 is adjustable. The connecting rod 3 slides and passes through the first supporting block 101 and the second supporting block 201, and the first supporting block 101 and the second supporting block 201 are both in threaded connection with a third bolt 8 tightly pressed with the connecting rod 3.
In this embodiment, the lengths of the first beam frame 1 and the second beam frame 2 are adjustable, and the first erection steel bar 4 and the second erection steel bar 5 are respectively clamped on the first beam frame 1 and the second beam frame 2.
In this embodiment, the first beam frame 1 includes two first supporting blocks 101 and a first sliding rod 102, the two first supporting blocks 101 are slidably sleeved on the first sliding rod 102, a first bolt 103 tightly pressed with the first sliding rod 102 is connected to the first supporting block 101 through a screw thread, a first opening is formed in the first supporting block 101, a first inserting block 104 extending into the first opening is inserted into the first supporting block 101, a first positioning block 105 is installed on the first supporting block 101, a second opening is formed in the first positioning block 105, a second inserting block 106 extending into the second opening is inserted into the first positioning block 105, a first clamping groove is formed in one side of the first inserting block 104, which is far away from the second inserting block 106, and the first erection reinforcement 4 is clamped on the two first clamping grooves.
In this embodiment, the second beam frame 2 includes two second supporting blocks 201 and a second sliding rod 202, the two second supporting blocks 201 are slidably sleeved on the second sliding rod 202, a second bolt 203 tightly pressed with the second sliding rod 202 is connected to the second supporting block 201 through a thread, a third opening is formed in the second supporting block 201, a third insert block 204 extending into the third opening is inserted into the second supporting block 201, a second positioning block 205 is installed on the second supporting block 201, a fourth opening is formed in the second positioning block 205, a fourth insert block 206 extending into the fourth opening is inserted into the second positioning block 205, a second clamping groove is formed in one side of the third insert block 204, which is far away from the fourth insert block 206, and the second erection bar 5 is clamped on the second clamping groove.
In a further embodiment, the steel hoop 6 is sleeved on the first erection steel bar 4 and the second erection steel bar 5, the stress steel bar 7 is installed on the steel hoop 6, and the stress steel bar 7 is located between the first beam frame 1 and the second beam frame 2.
In an embodiment, the first supporting block 101 and the second supporting block 201 are both L-shaped.
In the embodiment, the connecting rod 3 is provided with a plurality of notches. In order to increase the strength of the concrete beam, the reinforcing bars may be clamped in the notches and then concrete may be poured, which may improve the stability of the concrete beam.
The working principle and the using process of the utility model are as follows:
in order to facilitate the assembly of the steel bars of the concrete beam, through the design of the first beam frame 1 and the second beam frame 2, according to the construction condition, the first supporting block 101 and the second supporting block 201 can slide on the connecting rod 3, the distance between the first supporting block 101 and the second supporting block 201 can be adjusted, after the distance between the first supporting block 101 and the second supporting block 201 is determined, the positions of the first supporting block 101 and the second supporting block 201 on the connecting rod 3 can be fixed through the third bolt 8, in order to facilitate the first beam frame 1 and the second beam frame 2 to adapt to the steel bars with different lengths, the two first supporting blocks 101 can slide on the first sliding rod 102 according to the length of the steel bars, so that the length of the first beam frame 1 is increased, after the length is determined, the positions of the first supporting block 101 on the first sliding rod 102 can be fixed through the first bolt 103, and similarly, the two second supporting blocks 201 can slide on the second sliding rod 202, thereby increase the length of second roof beam structure 2, accessible second bolt 203 is fixed the position of second supporting shoe 201 on second slide bar 202 after length is confirmed, then on the first draw-in groove of seting up on first inserted block 104 and second inserted block 106 with first built-up reinforcing bar 4 joint, on the second draw-in groove of seting up on third inserted block 204 and fourth inserted block 206 with second built-up reinforcing bar 5 joint, then establish hoop 6 cover on first built-up reinforcing bar 4 and second built-up reinforcing bar 5, thereby fix it, form steel framework, then install atress reinforcing bar 7 on hoop 6, this structure is convenient for assemble the reinforcing bar of concrete beam, improve the efficiency of assembly, the stability of concrete beam has also further been improved.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122481988.6U CN216446339U (en) | 2021-10-14 | 2021-10-14 | A super-strength reinforced concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122481988.6U CN216446339U (en) | 2021-10-14 | 2021-10-14 | A super-strength reinforced concrete beam |
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| Publication Number | Publication Date |
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| CN216446339U true CN216446339U (en) | 2022-05-06 |
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| CN202122481988.6U Active CN216446339U (en) | 2021-10-14 | 2021-10-14 | A super-strength reinforced concrete beam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116427580A (en) * | 2023-05-04 | 2023-07-14 | 山西一建集团有限公司 | An Assembled Combined Shear Wall Structure |
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2021
- 2021-10-14 CN CN202122481988.6U patent/CN216446339U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116427580A (en) * | 2023-05-04 | 2023-07-14 | 山西一建集团有限公司 | An Assembled Combined Shear Wall Structure |
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Effective date of registration: 20251103 Granted publication date: 20220506 |