CN220203193U - Frame beam main rib spacing control device - Google Patents
Frame beam main rib spacing control device Download PDFInfo
- Publication number
- CN220203193U CN220203193U CN202321133767.2U CN202321133767U CN220203193U CN 220203193 U CN220203193 U CN 220203193U CN 202321133767 U CN202321133767 U CN 202321133767U CN 220203193 U CN220203193 U CN 220203193U
- Authority
- CN
- China
- Prior art keywords
- arc
- shaped bracket
- connecting rod
- bracket
- reinforcing bar
- Prior art date
- 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.)
- Active
Links
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 4
- 238000012797 qualification Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 235000000396 iron Nutrition 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to the technical field of building construction, in particular to a frame beam main rib spacing control device which comprises an arc-shaped bracket and a connecting rod, wherein the arc-shaped bracket is connected with the connecting rod; the arc-shaped bracket comprises an upper arc-shaped bracket and a lower arc-shaped bracket, the opening of the upper arc-shaped bracket faces upwards, the opening of the lower arc-shaped bracket faces downwards, and the upper arc-shaped bracket and the lower arc-shaped bracket are arranged in an up-down symmetry manner; the connecting rod is arranged between the upper arc-shaped bracket and the lower arc-shaped bracket. The connecting rod forms controlling means with last arc bracket, lower arc bracket welding respectively, and reinforced structure's stability uses when the ligature roof beam reinforcing bar, and the net interval between each layer reinforcing bar of rigid control roof beam owner muscle reduces the hidden danger of reinforcing bar displacement, improves the reinforcement cover qualification rate, in use has reduced construction cost, has improved the efficiency of reinforcing bar ligature installation to engineering construction progress has been accelerated.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a device for controlling the distance between main ribs of a frame beam.
Background
In recent years, with the development of the building industry, the competition pressure of the industry is continuously increased, and each construction unit is striving to develop a device for improving the construction efficiency and ensuring the construction quality, so that the overall competitiveness of enterprises is improved.
The problem of main structure frame roof beam reinforcement is the most common in the building, and frame construction, roof beam cross-section size is great, and the condition that upper and lower portion reinforcing bar all set up two rows is comparatively common, and the control of reinforcement interval is particularly important about the frame roof beam, is the most common way at present through a diameter 25 screw thread reinforcing bar transversely setting between upper and lower row reinforcing bar, and this kind of common control mode has following several problems:
1. the use of a rebar of diameter 25 is costly.
2. The device structure is unstable, and the disturbance and even the drop can take place in the concrete placement in-process, causes the steel bar interval control inaccurate, makes the protective layer position of reinforcing bar unsatisfied.
For the above reasons, it is desirable to provide a device for controlling the spacing between the upper and lower bars of a frame beam.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a frame beam main rib spacing control device which can effectively solve the problem in the background technology.
In order to solve the problems, the utility model adopts the following technical scheme: the frame beam main rib distance control device comprises an arc-shaped bracket and a connecting rod, wherein the arc-shaped bracket is connected with the connecting rod; the arc-shaped bracket comprises an upper arc-shaped bracket and a lower arc-shaped bracket, the opening of the upper arc-shaped bracket faces upwards, the opening of the lower arc-shaped bracket faces downwards, and the upper arc-shaped bracket and the lower arc-shaped bracket are arranged in an up-down symmetry manner; the connecting rod is arranged between the upper arc-shaped bracket and the lower arc-shaped bracket.
Preferably, the connecting rod is welded with the upper arc bracket and the lower arc bracket respectively.
Preferably, the arc-shaped bracket is an arc-shaped flat iron, and the thickness of the arc-shaped bracket is 3mm.
Preferably, the arc length of the arc-shaped bracket is 1/2 of the circumference of the main rib.
Preferably, the connecting rod is a steel bar with a diameter of 18mm.
Compared with the prior art, the utility model provides a frame beam main rib spacing control device, which has the following beneficial effects:
the control device has the advantages of simple and practical structure, convenient purchase of various components, low price, simple installation and manufacture and reduced investment of labor cost;
the connecting rod respectively with last arc bracket, lower arc bracket welding formation controlling means, reinforced structure's stability uses when the ligature roof beam reinforcing bar, the net interval between each layer reinforcing bar of rigid control roof beam owner muscle reduces the hidden danger of reinforcing bar displacement, improve the reinforcement cover qualification rate, the accuracy of reinforcing bar interval control has been improved, reached and the reinforcing bar is concealed and is checked the qualification rate, guarantee the firm effect of reinforcing bar installation, engineering construction quality, in use has reduced construction cost moreover, the efficiency of reinforcing bar ligature installation has been improved, thereby the engineering construction progress has been accelerated.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is a schematic view of a usage state structure of the present utility model.
Wherein: 1. the device comprises an arc-shaped bracket, 11, an upper arc-shaped bracket, 12, a lower arc-shaped bracket, 2, a connecting rod, 3, an opening, 4 and a main rib.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1-2, the utility model provides a frame beam main rib spacing control device, which comprises an arc bracket 1 and a connecting rod 2, wherein the arc bracket 1 is connected with the connecting rod 2, and is characterized in that the arc bracket 1 is provided with an opening 3, and a main rib 4 is arranged in the opening 3; the arc-shaped bracket 1 comprises an upper arc-shaped bracket 11 and a lower arc-shaped bracket 12, wherein an opening 3 of the upper arc-shaped bracket 11 faces upwards, an opening 3 of the lower arc-shaped bracket 12 faces downwards, and the upper arc-shaped bracket 11 and the lower arc-shaped bracket 12 are symmetrically arranged up and down; the connecting rod 2 is arranged between the upper arc bracket 11 and the lower arc bracket 12.
Preferably, the connecting rod 2 is welded to the upper arc bracket 11 and the lower arc bracket 12, respectively.
Preferably, the arc-shaped bracket 1 is a circular arc-shaped flat iron, and the thickness of the circular arc-shaped flat iron is 3mm.
Preferably, the arc length of the arc-shaped bracket 1 is 1/2 of the circumference of the main rib 4.
Preferably, the connecting rod 2 is a steel bar with a diameter of 18mm.
As a specific embodiment of the present utility model:
when the structural beam is bound, the steel bars are erected through steel pipes or square brackets, the main bars 4 and stirrups at four corners are bound preferentially, after the steel bars are bound into a steel bar cage, a welded frame beam main bar 4 interval control device (namely, a structure that the middle steel bar is used for welding upper and lower circular arc flat irons is arranged on the lower row of main bars 4) is arranged, the upper row of main bars 4 are arranged in the arc bracket 11, then the stirrups, the two side bracket studs and the drawknot ribs are bound, the upper and lower row of main bars 4 are bound and connected with the stirrups, the stability of the steel bar cage is further improved, and finally the bound beam ribs are integrally put into a beam template. According to the scheme, the upper row and the lower row of main bars 4 are wrapped by the arc-shaped flat irons with the diameters exceeding the diameters of the main bars 4, and the steel bars with the proper diameters are arranged in the middle for welding, so that the device is integrally more stable.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (4)
1. The frame beam main rib distance control device comprises an arc-shaped bracket (1) and a connecting rod (2), wherein the arc-shaped bracket (1) is connected with the connecting rod (2), and is characterized in that the arc-shaped bracket (1) is provided with an opening (3), and a main rib (4) is arranged in the opening (3); the arc-shaped bracket (1) comprises an upper arc-shaped bracket (11) and a lower arc-shaped bracket (12), wherein an opening (3) of the upper arc-shaped bracket (11) faces upwards, an opening (3) of the lower arc-shaped bracket (12) faces downwards, and the upper arc-shaped bracket (11) and the lower arc-shaped bracket (12) are arranged symmetrically up and down; the connecting rod (2) is arranged between the upper arc-shaped bracket (11) and the lower arc-shaped bracket (12);
the connecting rod (2) is welded with the upper arc-shaped bracket (11) and the lower arc-shaped bracket (12) respectively;
the arc-shaped bracket (1) is an arc-shaped flat iron.
2. The frame beam main rib spacing control device according to claim 1, characterized in that the thickness of the arc-shaped bracket (1) is 3mm.
3. The frame beam main rib spacing control device according to claim 1 or 2, characterized in that the arc length of the arc-shaped bracket (1) is 1/2 of the circumference of the main rib (4).
4. The frame beam main reinforcement spacing control device according to claim 1, characterized in that the connecting rod (2) is a reinforcement bar with a diameter of 18mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321133767.2U CN220203193U (en) | 2023-05-12 | 2023-05-12 | Frame beam main rib spacing control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321133767.2U CN220203193U (en) | 2023-05-12 | 2023-05-12 | Frame beam main rib spacing control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220203193U true CN220203193U (en) | 2023-12-19 |
Family
ID=89139053
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321133767.2U Active CN220203193U (en) | 2023-05-12 | 2023-05-12 | Frame beam main rib spacing control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220203193U (en) |
-
2023
- 2023-05-12 CN CN202321133767.2U patent/CN220203193U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207211464U (en) | A kind of new reinforcing steel bar truss plate | |
| CN204753836U (en) | Connected node of precast reinforced concrete roof beam and coincide post | |
| CN206289945U (en) | A kind of assembled Portable safety crosshead | |
| CN220203193U (en) | Frame beam main rib spacing control device | |
| CN208072230U (en) | A kind of fixing device of vertical prestressed reinforcement bellows | |
| CN208073013U (en) | A kind of anti-offset positioning supporting frame of prestressing force bellows positioning | |
| CN110965670B (en) | Welding-free installation method for horizontal water-stopping steel plate of shear wall | |
| CN209653365U (en) | Tool-type wall-connecting piece | |
| CN208023725U (en) | A kind of operating platform of large diameter steel pipe band of column beam | |
| CN210918296U (en) | Square steel pipe sleeve fixing device | |
| CN209384526U (en) | A kind of prefabricated assembled constructing device of cast in place frame column steel reinforcement cage | |
| CN210483031U (en) | Reinforced concrete crossed inclined column construction template | |
| CN213477685U (en) | Supplementary ligature instrument of reinforcing bar for building | |
| CN212168812U (en) | Reinforcing bar straightening device matched with straightening machine | |
| CN211171938U (en) | Quick distance instrument of stake owner muscle | |
| CN210002829U (en) | shear wall ligature installation operation platform | |
| CN208685652U (en) | Anchor bolt preformed hole scale mold | |
| CN203361476U (en) | Triangular support used for supporting upper reinforcing mesh | |
| CN209163484U (en) | A kind of reusable vertical ladder muscle of wall steel bar binding | |
| CN215801759U (en) | Independent foundation frame post reinforcing bar fixed support system | |
| CN114215339A (en) | Tool type ultrahigh-structure hanging basket suspension mechanism installation method | |
| CN207228652U (en) | Stent spray system for beam spray maintenance | |
| CN206768852U (en) | Combine strength stem suspension column supporting construction | |
| CN110700489A (en) | Construction method of rear hoop method section steel beam | |
| CN213979017U (en) | Raft board split heads muscle structure of foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |