CN211646352U - Circular reinforcement cage for constructional engineering - Google Patents
Circular reinforcement cage for constructional engineering Download PDFInfo
- Publication number
- CN211646352U CN211646352U CN201921999042.5U CN201921999042U CN211646352U CN 211646352 U CN211646352 U CN 211646352U CN 201921999042 U CN201921999042 U CN 201921999042U CN 211646352 U CN211646352 U CN 211646352U
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- China
- Prior art keywords
- fixing base
- main
- reinforcing bar
- reinforcement
- reinforcement cage
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 102
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 238000003466 welding Methods 0.000 claims abstract description 9
- 238000007493 shaping process Methods 0.000 claims abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 21
- 238000001514 detection method Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000000523 sample Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a circular steel reinforcement cage for building engineering, including main reinforcing bar, fixing base one and longitudinal reinforcement constant head tank, the welding has fixing base one on the main reinforcing bar, fixing base one side is provided with fixing base two, two welding of fixing base are in on the main reinforcing bar, fixing base one with the shaping has between the fixing base two the longitudinal reinforcement constant head tank, fixing base one with two evenly distributed of fixing base are in on the main reinforcing bar. Has the advantages that: the utility model discloses a set up fixing base one, fixing base two, indulge the reinforcing bar constant head tank, can improve the installation effectiveness to guarantee to indulge the reinforcing bar installation interval even, improve the bearing capacity of steel reinforcement cage, guarantee steel reinforcement cage's product quality, through setting up the main reinforcement positioning seat, can effectively avoid main reinforcing bar to roll in the installation, improve the installation convenience, guarantee processingquality.
Description
Technical Field
The utility model relates to a building engineering technical field, concretely relates to circular steel reinforcement cage for building engineering.
Background
The reinforcement cage mainly plays a role in the same way as the stress of longitudinal reinforcements of the column, and mainly plays a role in tensile strength, the compressive strength of concrete is high, but the tensile strength is very low, and the reinforcement cage plays a role in restraining the concrete of the pile body, so that the reinforcement cage can bear a certain horizontal force.
During construction of bridges and culverts or high-rise buildings, piles are driven according to requirements, wherein the method comprises the steps of punching holes by using a machine and drilling holes by using a water mill, the hole depth reaches the design requirement, then a reinforcement cage is placed in a pile hole, a guide pipe is inserted for concrete pouring, and the reinforcement structures prefabricated by cast-in-situ bored piles, upright columns and the like are generally called reinforcement cages.
At present, when the existing reinforcement cage is manufactured, the interval of longitudinal reinforcements on main reinforcements cannot be accurately guaranteed to be uniform, so that the stress of the reinforcement cage is not uniform, the bearing capacity of the reinforcement cage is influenced, and in addition, when the existing longitudinal reinforcements are connected with the main reinforcements, the longitudinal reinforcements roll easily, the positioning precision is influenced, and the labor workload is increased.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to overcome the defects of the prior art, the circular reinforcement cage for the building engineering is provided, and the problems that the interval between longitudinal reinforcements on main reinforcements cannot be accurately guaranteed to be uniform when the conventional reinforcement cage is manufactured, so that the stress of the reinforcement cage is not uniform, and the bearing capacity of the reinforcement cage is influenced are solved.
(II) technical scheme
The utility model discloses a following technical scheme realizes: the utility model provides a circular steel reinforcement cage for building engineering, including main reinforcing bar, fixing base one and longitudinal reinforcement constant head tank, the welding has fixing base one on the main reinforcing bar, fixing base one side is provided with fixing base two, two welding of fixing base are in on the main reinforcing bar, fixing base one with the shaping has between the fixing base two the longitudinal reinforcement constant head tank, fixing base one with two evenly distributed of fixing base are in on the main reinforcing bar.
Furthermore, spiral patterns are formed on the main reinforcing steel bars, longitudinal reinforcing steel bars are welded in the longitudinal reinforcing steel bar positioning grooves, and main reinforcing steel bar positioning seats are evenly welded on the longitudinal reinforcing steel bars corresponding to the positions of the main reinforcing steel bars.
Through adopting above-mentioned technical scheme, through the main reinforcement and it provides the outrigger to indulge the reinforcing bar, through the spiral decorative pattern is convenient for find the accuracy the bottom of main reinforcement guarantees the main reinforcement installation direction is unanimous, through fixing base one with the fixing base is convenient for right it fixes to indulge the reinforcing bar, through it is fixed to indulge the reinforcing bar constant head tank indulge the reinforcing bar, improve the installation effectiveness, and guarantee that it is even to indulge reinforcing bar installation interval, improve the bearing capacity of steel reinforcement cage, guarantee the product quality of steel reinforcement cage, through the main reinforcement positioning seat can with the main reinforcement is fixed on the indulge the reinforcing bar, avoid main reinforcement roll in the installation, improve installation convenience, guarantee processingquality.
Furthermore, reinforcing ribs are arranged between the longitudinal steel bars and welded with the main steel bars.
Through adopting above-mentioned technical scheme, through the strengthening rib increases the holistic steadiness of steel reinforcement cage, improves the bearing capacity of device.
Furthermore, one side of the main steel bar is lapped with a sounding pipe, the bottom end of the sounding pipe is welded with a steel plate, the bottom end of the sounding pipe is flush with the bottom end of the main steel bar, the upper end of the sounding pipe is higher than the main steel bar, and the sounding pipe is evenly distributed with three parts in the steel bar cage.
By adopting the technical scheme, the sounding pipe is a channel for the probe to enter the pile body when the bored concrete pile is subjected to an ultrasonic detection method, is an important component of a bored concrete pile ultrasonic detection system and is used for detecting the quality of a finished pile, and the sounding pipe is blocked by the steel plate.
Furthermore, the sounding pipe and the main reinforcing steel bar are fastened and fixed through iron wires.
By adopting the technical scheme, the sounding pipe is fixed on the main reinforcing steel bar through the iron wire, so that the sounding pipe is ensured to be stably connected.
(III) advantageous effects
Compared with the prior art, the utility model, following beneficial effect has:
1. in order to solve the problems that the spacing of longitudinal steel bars on main steel bars cannot be accurately ensured to be uniform when the existing reinforcement cage is manufactured, so that the stress of the reinforcement cage is not uniform, and the bearing capacity of the reinforcement cage is influenced, the utility model can improve the installation efficiency by arranging the first fixing seat, the second fixing seat and the longitudinal steel bar positioning grooves, ensure that the longitudinal steel bars are installed at uniform intervals, improve the bearing capacity of the reinforcement cage, and ensure the product quality of the reinforcement cage;
2. when being connected with the main reinforcement for solving current longitudinal reinforcement, the longitudinal reinforcement rolls easily, influences positioning accuracy, increases work load's problem, the utility model discloses a set up the main reinforcement positioning seat, can effectively avoid main reinforcement roll in the installation, improve installation convenience, guarantee processingquality.
Drawings
Fig. 1 is a schematic structural view of a circular reinforcement cage for construction engineering according to the present invention;
fig. 2 is a partial view of the connection between the main reinforcement and the longitudinal reinforcement in the round reinforcement cage for construction engineering of the present invention;
fig. 3 is a left side view of the circular steel reinforcement cage for construction engineering of the present invention.
The reference numerals are explained below:
1. a main reinforcing bar; 2. longitudinal reinforcing steel bars; 3. spiral patterns; 4. reinforcing ribs; 5. a sound detection tube; 6. a steel plate; 7. a first fixed seat; 8. a second fixed seat; 9. a longitudinal steel bar positioning groove; 10. a main steel bar positioning seat; 11. and (4) iron wires.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-3, the circular reinforcement cage for construction engineering in this embodiment includes a main reinforcement 1, a first fixing seat 7 and a longitudinal reinforcement positioning groove 9, the first fixing seat 7 is welded on the main reinforcement 1, a second fixing seat 8 is disposed on one side of the first fixing seat 7, the second fixing seat 8 is welded on the main reinforcement 1, the longitudinal reinforcement positioning groove 9 is formed between the first fixing seat 7 and the second fixing seat 8, the first fixing seat 7 and the second fixing seat 8 are uniformly distributed on the main reinforcement 1, a spiral pattern 3 is formed on the main reinforcement 1, the longitudinal reinforcement 2 is welded in the longitudinal reinforcement positioning groove 9, the main reinforcement positioning seat 10 is uniformly welded on the longitudinal reinforcement 2 corresponding to the position of the main reinforcement 1, the main reinforcement 1 and the longitudinal reinforcement 2 provide stable support, the bottom end of the main reinforcement 1 is conveniently found by the spiral pattern 3, the installation direction of the main reinforcement 1 is ensured to be consistent, the longitudinal reinforcement 2 is conveniently positioned by the first fixing seat, through indulging reinforcing bar 2 of reinforcing bar constant head tank 9 fixed, improve the installation effectiveness, and guarantee that the 2 erection space of indulging reinforcing bar is even, improve the bearing capacity of steel reinforcement cage, guarantee the product quality of steel reinforcement cage, can fix main reinforcement 1 on indulging reinforcing bar 2 through main reinforcement positioning seat 10, avoid in the installation main reinforcement 1 to roll, improve the installation convenience, guarantee processingquality.
As shown in fig. 1, in this embodiment, the reinforcing ribs 4 are arranged between the longitudinal reinforcing bars 2, the reinforcing ribs 4 are welded with the main reinforcing bars 1, the overall stability of the reinforcement cage is improved through the reinforcing ribs 4, and the bearing capacity of the device is improved.
As shown in fig. 1 and fig. 3, in this embodiment, 1 one side overlap joint of main reinforcement has sounding pipe 5, the welding of sounding pipe 5 bottom has steel sheet 6, sounding pipe 5 bottom is equal to 1 bottom of main reinforcement, sounding pipe 5 upper end exceeds main reinforcement 1, sounding pipe 5 has evenly arranged three in the steel reinforcement cage, sounding pipe 5 is the inside passageway of probe entering pile shaft when bored concrete pile carries out ultrasonic testing, it is the important component part of bored concrete pile ultrasonic testing system, be used for detecting finished pile quality, carry out the shutoff to sounding pipe 5 through steel sheet 6, sounding pipe 5 fastens fixedly through iron wire 11 with main reinforcement 1, fix sounding pipe 5 on main reinforcement 1 through iron wire 11, guarantee that sounding pipe 5 connects firmly.
The specific implementation process of this embodiment is as follows: when the installation, find the bottom of main reinforcing bar 1 through spiral decorative pattern 3, it is unanimous to guarantee 1 installation direction of main reinforcing bar, then lay reinforcing bar 2 on main reinforcing bar 1, indulge in reinforcing bar constant head tank 9, carry out spacing fixed to indulging reinforcing bar 2 through fixing base 7 and fixing base, can fix main reinforcing bar 1 on indulging reinforcing bar 2 through main reinforcing bar positioning seat 10 simultaneously, main reinforcing bar 1 rolls in avoiding the installation, improve the installation effectiveness, and can guarantee to indulge reinforcing bar 2 installation interval even, improve the bearing capacity of steel reinforcement cage, guarantee the product quality of steel reinforcement cage, evenly arrange strengthening rib 4 simultaneously between the steel reinforcement cage, increase the holistic steadiness of steel reinforcement cage through strengthening rib 4, improve the bearing capacity of device, fix sounding pipe 5 on main reinforcing bar 1 through iron wire 11, be used for detecting the finished pile quality through sounding pipe 5.
The above-described embodiments are merely illustrative of the preferred embodiments of the present invention and are not intended to limit the spirit and scope of the present invention. Without departing from the design concept of the present invention, various modifications and improvements made by the technical solution of the present invention by those skilled in the art should fall into the protection scope of the present invention, and the technical contents claimed by the present invention have been fully recorded in the claims.
Claims (5)
1. A circular steel reinforcement cage for building engineering which characterized in that: including principal steel bar (1), fixing base (7) and longitudinal reinforcement constant head tank (9), the welding has fixing base (7) on principal steel bar (1), fixing base (7) side is provided with fixing base two (8), the welding of fixing base two (8) is in on principal steel bar (1), fixing base one (7) with the shaping has between fixing base two (8) longitudinal reinforcement constant head tank (9), fixing base one (7) with fixing base two (8) evenly distributed is in on principal steel bar (1).
2. A circular reinforcement cage for construction engineering as claimed in claim 1, wherein: the shaping has spiral decorative pattern (3) on main reinforcement (1), it indulges reinforcing bar (2) to weld in indulging reinforcing bar constant head tank (9), it corresponds on reinforcing bar (2) indulge the even welding in main reinforcement (1) position has main reinforcement positioning seat (10).
3. A circular reinforcement cage for construction engineering according to claim 2, wherein: and reinforcing ribs (4) are arranged between the longitudinal reinforcing steel bars (2), and the reinforcing ribs (4) are welded with the main reinforcing steel bars (1).
4. A circular reinforcement cage for construction engineering as claimed in claim 1, wherein: main reinforcing bar (1) one side overlap joint has sounding pipe (5), sounding pipe (5) bottom welding has steel sheet (6), sounding pipe (5) bottom is equal with main reinforcing bar (1) bottom, sounding pipe (5) upper end exceeds main reinforcing bar (1), three have evenly arranged in the steel reinforcement cage in sounding pipe (5).
5. A circular reinforcement cage for building engineering according to claim 4, characterized in that: the sounding pipe (5) and the main reinforcing steel bar (1) are fastened and fixed through iron wires (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921999042.5U CN211646352U (en) | 2019-11-19 | 2019-11-19 | Circular reinforcement cage for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921999042.5U CN211646352U (en) | 2019-11-19 | 2019-11-19 | Circular reinforcement cage for constructional engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646352U true CN211646352U (en) | 2020-10-09 |
Family
ID=72692580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921999042.5U Expired - Fee Related CN211646352U (en) | 2019-11-19 | 2019-11-19 | Circular reinforcement cage for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646352U (en) |
-
2019
- 2019-11-19 CN CN201921999042.5U patent/CN211646352U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220928 Address after: 3N79, Building 8, Jiahe Liangku Cultural and Creative Park, No. 1-8 Wenping Road, Siming District, Xiamen City, Fujian Province 361000 Patentee after: Fujian Yuhang Construction Development Co.,Ltd. Address before: 256500 Hu bin Zhen Xi Zha Cun, Boxing County, Binzhou City, Shandong Province Patentee before: Zhang Xiaofen |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201009 |