CN203699828U - Simple tool-type lifting frame for mounting of steel reinforcement cages - Google Patents
Simple tool-type lifting frame for mounting of steel reinforcement cages Download PDFInfo
- Publication number
- CN203699828U CN203699828U CN201320712085.7U CN201320712085U CN203699828U CN 203699828 U CN203699828 U CN 203699828U CN 201320712085 U CN201320712085 U CN 201320712085U CN 203699828 U CN203699828 U CN 203699828U
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforcing bar
- reinforcement cage
- steel reinforcement
- girder
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a simple tool-type lifting frame for mounting of steel reinforcement cages. The simple tool-type lifting frame comprises a steel beam, two steel pillars, two steel plate bases, a steel lifting ring, steel diagonal bracings and a hand-drive block, wherein the two steel pillars are respectively and perpendicularly connected with the two ends of the steel beam respectively; the other ends of the two steel pillars are respectively connected with the two steel plate bases; the upper end of the steel lifting ring is connected to the middle of the steel beam; the lower end of the steel lifting ring is connected with the hand-drive block. The simple tool-type lifting frame not only is simple to operate, but also can improve the mounting efficiency and mounting quality of the steel reinforcement cages.
Description
Technical field
The utility model relates to the steel reinforcement cage mounting suspension that in a kind of building construction process, fabrication of reinforcing cage uses in installing, and particularly relates to a kind of light instrument formula steel reinforcement cage mounting suspension.
Background technology
At present, most of engineerings in the installation of beam steel cage, be generally by beam steel cage under chock a tree, used in making timber for boats or with simple steel pipe bracing frame support, spacer block steel reinforcement cage two ends, thus carry out installation and the colligation of beam steel.But because beam steel cage there will be span centre bending, beam steel cage two ends bend up, if beam span is slightly large, easily cause stirrup in girder span to be difficult to and vertical muscle colligation at the bottom of beam, have a strong impact on beam steel cage colligation quality is installed.And under beam steel cage, put into template in place after, in girder span stirrup more difficult with vertical muscle colligation at the bottom of beam, to structure stress security presence adverse effect.
Utility model content
The technical problems to be solved in the utility model is that a kind of simple to operate and steel reinforcement cage erecting device safely and efficiently will be provided, and a kind of light instrument formula steel reinforcement cage mounting suspension is especially provided.
For solving the problems of the technologies described above, the utility model is achieved through the following technical solutions:
The utility model light instrument formula steel reinforcement cage mounting suspension, comprise a girder steel, two steel columns, two steel plate bases, reinforcing bar suspension ring, reinforcing bar diagonal brace and bottle gouards moved by hands, described two steel columns are vertically connected at respectively girder steel two ends, described two steel column other ends connect respectively two steel plate bases, described reinforcing bar suspension ring upper end is connected in girder steel middle part, and lower end connects bottle gouard moved by hands.Link by girder steel and two steel columns forms a simple stress frame, and the connection of steel column and steel plate base is on a stable support system stress frame, can sling to steel reinforcement cage by the bottle gouard moved by hands being positioned on stress frame, be convenient at the bottom of vertical muscle installation and stirrup and beam, indulge at the bottom of beam the colligation of muscle, after the colligation of beam steel cage completes, by bottle gouard moved by hands, steel reinforcement cage entirety is put into template, simple to operate, improve again beam steel cage installation effectiveness and installation quality.
The utlity model has following technique effect:
This light instrument formula steel reinforcement cage mounting suspension is not only simple to operate, can also improve installation effectiveness and the installation quality of steel reinforcement cage.
Accompanying drawing explanation
Fig. 1 is the utility model front view.
Fig. 2 is the utility model lateral plan.
Fig. 3 is the utility model description of operation figure.
1-girder steel, 2-steel column, 3-steel plate base, 4-reinforcing bar suspension ring, 5-reinforcing bar diagonal brace, 6-bottle gouard moved by hands, 7-steel rope, 8-beam steel cage, 9-template.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
A kind of light instrument formula steel reinforcement cage mounting suspension as shown in Figure 1 and Figure 2, comprise a girder steel 1, two steel columns 2, two steel plate bases 3, reinforcing bar suspension ring 4, reinforcing bar diagonal brace 5 and bottle gouards moved by hands 6, described two steel columns 2 are vertically connected at respectively girder steel 1 two ends, described two steel column 2 other ends connect respectively two steel plate bases 3, described reinforcing bar suspension ring 4 upper ends are connected in girder steel 1 middle part, and lower end connects bottle gouard moved by hands 6.
Described reinforcing bar diagonal brace 5 is six.
The wherein two ends of two of described six reinforcing bar diagonal braces 5 connect respectively with girder steel 1 and two steel columns 2 on, described reinforcing bar diagonal brace 5 and girder steel 1 and steel column 2 triangle that meets at right angles; The two ends of other four of described six reinforcing bar diagonal braces 5 connect respectively with two steel columns 2 and two steel plate bases 3 on.
Described six reinforcing bar diagonal braces 5 are welding with the connection mode of girder steel 1, steel column 3 and steel plate base 3.
The connection mode of described girder steel 1 and steel column 2 is welding.
The connection mode of described steel column 2 and steel plate base 3 is welding.
Described reinforcing bar suspension ring 4 are welding with the connection mode of girder steel 1.
Described reinforcing bar suspension ring 4 are connected for linking up with the connection mode of bottle gouard moved by hands 6.
Embodiment:
Below in conjunction with accompanying drawing; technical scheme in the utility model embodiment is carried out to clear, complete description; obvious described embodiment is only an embodiment of the present utility model; not whole embodiment; based on the embodiment in the utility model; those of ordinary skills are not paying the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
This tool-type steel reinforcement cage mounting suspension combines with bottle gouard moved by hands 6 by steel column 2, girder steel 1 as shown in Figure 3, and utilize reinforcing bar diagonal brace 5 to reinforce simple in structure, a practical steel reinforcement cage mounting suspension of formation, in beam steel cage installation process, utilize the bottle gouard moved by hands 6 of tool-type steel reinforcement cage mounting suspension that beam steel cage is sling, be convenient at the bottom of vertical muscle installation and stirrup and beam, indulge at the bottom of beam the colligation of muscle, after the colligation of beam steel cage completes, by bottle gouard moved by hands 6, steel reinforcement cage entirety is put into template, improve beam steel cage installation effectiveness and installation quality.
Claims (8)
1. a light instrument formula steel reinforcement cage mounting suspension, comprise: a girder steel (1), two steel columns (2), two steel plate bases (3), reinforcing bar suspension ring (4), reinforcing bar diagonal brace (5) and bottle gouard moved by hands (6), it is characterized in that: described two steel columns (2) are vertically connected at respectively girder steel (1) two ends, described two steel columns (2) other end connects respectively two steel plate bases (3), described reinforcing bar suspension ring (4) upper end is connected in girder steel (1) middle part, and lower end connects bottle gouard moved by hands (6).
2. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1, is characterized in that: described reinforcing bar diagonal brace (5) is six.
3. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1 and 2, it is characterized in that: the wherein two ends of two of described six reinforcing bar diagonal braces (5) connect respectively with girder steel (1) and two steel columns (2) upper described reinforcing bar diagonal brace (5) and girder steel (1) and steel column (2) triangle that meets at right angles; The two ends of other four of described six reinforcing bar diagonal braces (5) connect respectively with two steel columns (2) and two steel plate bases (3) on.
4. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 3, is characterized in that: described six reinforcing bar diagonal braces (5) are welding with the connection mode of girder steel (1), steel column (2) and steel plate base (3).
5. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1, is characterized in that: the connection mode of described girder steel (1) and steel column (2) is welding.
6. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1, is characterized in that: the connection mode of described steel column (2) and steel plate base (3) is welding.
7. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1, is characterized in that: described reinforcing bar suspension ring (4) are welding with the connection mode of girder steel (1).
8. a kind of light instrument formula steel reinforcement cage mounting suspension according to claim 1, is characterized in that: described reinforcing bar suspension ring (4) are connected for linking up with the connection mode of bottle gouard moved by hands (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320712085.7U CN203699828U (en) | 2013-11-12 | 2013-11-12 | Simple tool-type lifting frame for mounting of steel reinforcement cages |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320712085.7U CN203699828U (en) | 2013-11-12 | 2013-11-12 | Simple tool-type lifting frame for mounting of steel reinforcement cages |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203699828U true CN203699828U (en) | 2014-07-09 |
Family
ID=51050295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320712085.7U Expired - Fee Related CN203699828U (en) | 2013-11-12 | 2013-11-12 | Simple tool-type lifting frame for mounting of steel reinforcement cages |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203699828U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
| CN114635572A (en) * | 2022-03-24 | 2022-06-17 | 中国五冶集团有限公司 | Steel beam sliding construction method for steel reinforced concrete composite structure |
-
2013
- 2013-11-12 CN CN201320712085.7U patent/CN203699828U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259074A (en) * | 2019-06-13 | 2019-09-20 | 北京交通大学 | The maintenance device in building pavilion |
| CN114635572A (en) * | 2022-03-24 | 2022-06-17 | 中国五冶集团有限公司 | Steel beam sliding construction method for steel reinforced concrete composite structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211143305U (en) | Steel structure building | |
| CN203247868U (en) | Large-span steel structure construction temporary supporting frame | |
| CN203699828U (en) | Simple tool-type lifting frame for mounting of steel reinforcement cages | |
| CN102777050B (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN204825965U (en) | Support system for basement roof subsides post -cast strip department | |
| CN203213019U (en) | Long cantilever bent cap cast-in-place construction support system | |
| CN105484165A (en) | Integrated prestress tensioning frame structure and manufacturing and using methods thereof | |
| CN201952899U (en) | Beam column connecting node of detachable board house | |
| CN205369044U (en) | Integration prestressing force stretch -draw frame construction | |
| CN203890893U (en) | Supporting bracket for integral lifting of hollow slab girder | |
| CN204781435U (en) | Novel shear wall structure | |
| CN209874434U (en) | Simple and easy scaffold frame of encorbelmenting of building high latitude | |
| CN211007061U (en) | Connecting device for jacking frame and ball joint of welding ball net rack | |
| CN203545530U (en) | Bridge for tower crane | |
| CN202705932U (en) | T-beam reinforced hanger frame structure | |
| CN203062760U (en) | Assembled steel bar processing platform | |
| CN209523123U (en) | A kind of working job platform | |
| CN208235587U (en) | A kind of large-span deep foundation pit underground power house rack assembling construction platform | |
| CN203066043U (en) | Diversion tunnel top arch concrete lining steel formwork support | |
| CN203101031U (en) | Simple pulling force test support | |
| CN206298966U (en) | A kind of built-in fitting installed for beam, post | |
| CN202388183U (en) | Lifting equipment for H-shaped steel numerical control cutting machine | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN201952736U (en) | Auxiliary pier movable bracket for assisting invariable-amplitude beam erecting crane in erecting steel box girder | |
| CN203961239U (en) | High-altitude overhanging awning construction operation platform |
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 |
Granted publication date: 20140709 Termination date: 20141112 |
|
| EXPY | Termination of patent right or utility model |