CN205077730U - High strength steel muscle support frame - Google Patents
High strength steel muscle support frame Download PDFInfo
- Publication number
- CN205077730U CN205077730U CN201520903205.0U CN201520903205U CN205077730U CN 205077730 U CN205077730 U CN 205077730U CN 201520903205 U CN201520903205 U CN 201520903205U CN 205077730 U CN205077730 U CN 205077730U
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- CN
- China
- Prior art keywords
- platform
- height
- high strength
- feet
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a high strength steel muscle support frame, including the platform, there is the supporting legs platform below, has the supporter above the platform, the supporter top is provided with with great ease the recess that supplied reinforcing bar that the direction runs through was put into, and the difference in height of longitudinal Groove bottom and horizontal recess bottom is greater than the diameter of reinforcing bar, the upper portion of two adjacent supporting legss is connected through the connecting plate each other, there is the spliced pole center between each supporting legs, all is connected with the reinforcing plate between spliced pole and every supporting legs, the utility model discloses simple structure, stability is good, and intensity and rigidity are big, can bear the workman and step on repeatedly on it and press and can not take place deformation, have effectively avoided because artifical trampling and the phenomenon that makes whole steel reinforcing structure squint, and then have improved reinforced concrete's intensity.
Description
Technical field
The utility model relates to a kind of construction timber, especially relates to a kind of high strength cast iron bracing frame.
Background technology
In modern architecture industry, steel concrete is the most frequently used constructional materials, wherein very high to the status requirement of reinforcing bar, can have a huge impact the intensity of integral reinforced concrete structure when position run-off the straight or the flexure of reinforcing bar, this likely causes serious security incident concerning whole building.
In traditional steel concrete technique, people carry out laying reinforcing bar after first template being paved, and means for supporting reinforcement steel bar supports interlaced reinforcing bar, makes to form certain altitude between reinforcing bar and template, and this height keeps identical in whole plane.
Common means for supporting reinforcement steel bar is due to insufficient strength, after workman steps down in reinforcing bar is walked up and down, this bracing frame is easy to fracture, steel bar layer part of nodes is caused to be uneven, bracing frame self-position also can be made to change, thus making the skew of whole bar construction, the steel bar layer of finally building does not meet building requirements.
Utility model content
The utility model aims to provide a kind of high strength cast iron bracing frame, and its structure is simple, good stability, and strength and stiffness are large, can bear larger weight.
The technical solution of the utility model is a kind of high strength cast iron bracing frame, comprise platform, feet is had below platform, supporter is had above platform, described supporter top is provided with the groove that Gong the reinforcing bar that runs through in direction is in length and breadth put into, and the difference in height bottom longitudinal fluting and bottom transverse concave groove is greater than the diameter of reinforcing bar; The top of described adjacent two feets is connected by junction plate each other, and between each feet described, centre bit is equipped with joint pin, is all connected with stiffener between joint pin and each feet.
Preferably, described supporter is that four pieces of flat boards perpendicular to platform are connected in sequence, and angle alleged between two pieces of adjacent panels is 90 degree.
Preferably, the end face of described joint pin contacts with the bottom surface of platform, and the height of stiffener equals the height of feet, and the width of stiffener is reduced to bottom direction gradually by feet top.
Preferably, the height of described joint pin equals the height of junction plate center.
The utility model structure structure is simple, good stability, strength and stiffness are large, can bear workman and repeatedly jam on above and deformation can not occur, effectively prevent the phenomenon whole bar construction being offset owing to manually trampling, finally build shaping after can meet building requirements.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram at the utility model visual angle;
Fig. 2 is the overall structure schematic diagram at another visual angle of the utility model;
Fig. 3 is the overall structure schematic diagram of the utility model bottom views;
Fig. 4 is the utility model upward view;
In figure: 1-platform, 2-feet, 3-supporter, 4-longitudinal fluting, 5-transverse concave groove, 6-joint pin, 7-stiffener, 8-junction plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further elaborated.
As shown in Figures 1 to 4, the utility model discloses a kind of high strength cast iron bracing frame, comprise platform 1, feet 2 is had below platform 1, supporter 3 is had above platform 1, described supporter 3 top is provided with the groove 4,5 that Gong the reinforcing bar that runs through in direction is in length and breadth put into, and the difference in height bottom longitudinal fluting 4 and bottom transverse concave groove 5 is greater than the diameter of reinforcing bar; The top of described adjacent two feets 2 is connected by junction plate 8 each other, and between each feet 2 described, centre bit is equipped with joint pin 6, is all connected with stiffener 7, improves the bulk strength of means for supporting reinforcement steel bar between joint pin 6 and each feet 2.
Preferably, supporter 3 is that four pieces of flat boards perpendicular to platform 1 are connected in sequence, and angle alleged between two pieces of adjacent panels is 90 degree, adopts flat structure can save material on the basis meeting intensity.Requirement for height according to template and steel bar layer can select differing heights supporter 3.
Preferably, the end face of joint pin 6 contacts with the bottom surface of platform 1, and the height of stiffener 7 equals the height of feet 2, and the width of stiffener 7 is reduced to bottom direction gradually by feet 2 top, add the intensity of feet 2, further increase means for supporting reinforcement steel bar bulk strength.
Preferably, the height of joint pin 6 equals the height of junction plate 8 center, is conducive to the coordination of internal construction.
The material of above-mentioned all parts all can be engineering plastics, and intensity is large on the whole, and quality is light, and with low cost.During concrete use by reinforcement installation in the transverse concave groove 5 and longitudinal fluting 4 of means for supporting reinforcement steel bar, meet the construction of constructor on reinforcing bar and trample, finally stay steel concrete inside.
Certainly; the utility model also can have other various embodiments; when not deviating from the utility model spirit and essence thereof; those of ordinary skill in the art can make various corresponding change and distortion according to the utility model, but these change accordingly and are out of shape the protection domain that all should belong to the claim appended by the utility model.
Claims (4)
1. a high strength cast iron bracing frame, comprise platform (1), there is feet (2) platform (1) below, there is supporter (3) platform (1) top, it is characterized in that: described supporter (3) top is provided with the groove (4,5) that Gong the reinforcing bar that runs through in direction is in length and breadth put into, and the difference in height bottom longitudinal fluting (4) bottom and transverse concave groove (5) is greater than the diameter of reinforcing bar; The top of described adjacent two feets (2) is connected by junction plate (8) each other, and between described each feet (2), centre bit is equipped with joint pin (6), is all connected with stiffener (7) between joint pin (6) and each feet (2).
2. a kind of high strength cast iron bracing frame according to claim 1, is characterized in that: described supporter (3) is that four pieces of flat boards perpendicular to platform (1) are connected in sequence, and angle alleged between two pieces of adjacent panels is 90 degree.
3. a kind of high strength cast iron bracing frame according to claim 1 and 2, it is characterized in that: the end face of described joint pin (6) contacts with the bottom surface of platform (1), the height of stiffener (7) equals the height of feet (2), and the width of stiffener (7) is reduced to bottom direction gradually by feet (2) top.
4. a kind of high strength cast iron bracing frame according to claim 3, is characterized in that: the height of described joint pin (6) equals the height of junction plate (8) center.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520903205.0U CN205077730U (en) | 2015-11-13 | 2015-11-13 | High strength steel muscle support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520903205.0U CN205077730U (en) | 2015-11-13 | 2015-11-13 | High strength steel muscle support frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205077730U true CN205077730U (en) | 2016-03-09 |
Family
ID=55430144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520903205.0U Expired - Fee Related CN205077730U (en) | 2015-11-13 | 2015-11-13 | High strength steel muscle support frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205077730U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108260930A (en) * | 2018-01-16 | 2018-07-10 | 中山市华盛家具制造有限公司 | A kind of splicing rack |
| CN110219386A (en) * | 2019-06-17 | 2019-09-10 | 濮阳恒瑞建材科技有限公司 | A kind of non-solder assembled network frame plate |
-
2015
- 2015-11-13 CN CN201520903205.0U patent/CN205077730U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108260930A (en) * | 2018-01-16 | 2018-07-10 | 中山市华盛家具制造有限公司 | A kind of splicing rack |
| CN110219386A (en) * | 2019-06-17 | 2019-09-10 | 濮阳恒瑞建材科技有限公司 | A kind of non-solder assembled network frame plate |
| CN110219386B (en) * | 2019-06-17 | 2024-02-02 | 中鼎(河南)建筑研究院有限公司 | Non-welding assembled grid plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160309 Termination date: 20181113 |