CN215107164U - Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use - Google Patents
Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use Download PDFInfo
- Publication number
- CN215107164U CN215107164U CN202120096653.XU CN202120096653U CN215107164U CN 215107164 U CN215107164 U CN 215107164U CN 202120096653 U CN202120096653 U CN 202120096653U CN 215107164 U CN215107164 U CN 215107164U
- Authority
- CN
- China
- Prior art keywords
- steel
- fixed mounting
- encorbelmenting
- girder
- shaped steel
- 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
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a novel overhanging construction operation frame for reinforcing a high-position column, which comprises an overhanging section steel support frame and a steel pipe scaffold arranged on the upper part of the overhanging section steel support frame; the shaped steel supporting rack of encorbelmenting includes four angle steels of fixed mounting in the stand four corners, and the equal fixed mounting in angle steel lateral wall upper end has the shaped steel girder of encorbelmenting, and the girder top surface fixed mounting that encorbelments has the shaped steel to encorbelment the yoke, and the one end fixed mounting that the angle steel was kept away from to the girder bottom surface of encorbelmenting has the shaped steel bracing, and the one end fixed mounting that the girder was encorbelmented to the shaped steel bracing is kept away from at angle steel lateral wall lower extreme. The utility model discloses can often receive the adverse effect that each item factor restriction such as place, environment, component produced to actual structure reinforcement work progress, solve because of unable pre-buried problem that leads to being difficult to set up the scaffold frame of encorbelmenting, very big reduction set up the potential safety hazard of steel pipe scaffold system, improved the safety in utilization of construction handling frame, provide the powerful guarantee for project safety control.
Description
Technical Field
The utility model relates to a construction field especially relates to a can supply high position post to consolidate novel construction handling frame of encorbelmenting who uses.
Background
The steel pipe scaffold that encorbelments outside structure is installed in the peripheral concrete wall of building main body structure, post, roof beam outside usually, need not to pass through the wall body, and the outer scaffold for construction on the vertical direction load transmitted main body structure through the shaped steel supporting rack that encorbelments in bottom is become with steel pipe scaffold two parts on upper portion by the shaped steel supporting rack that encorbelments in bottom.
In the prior art, the scaffold erecting method is limited by various factors such as fields, environments, members and the like in the structure reinforcing construction process of an actual additional construction and reconstruction project, so that a safe and effective construction operation frame cannot be erected, on-site constructors have to perform hazard operation, and even the life and property safety of the constructors can be seriously threatened.
Disclosure of Invention
An object of the utility model is to provide a can provide the novel construction handling frame of encorbelmenting that the high position post was consolidated and is used, the scaffold frame of solving among the prior art sets up the method and often receives each item factor restriction such as place, environment, component in the structure reinforcement work progress of actually building the transformation project additional, leads to unable the shortcoming of setting up safe effectual construction handling frame.
The utility model discloses a realize like this:
a novel overhanging construction operation frame capable of being used for reinforcing a high-position column comprises an overhanging section steel support frame and a steel pipe scaffold arranged on the upper part of the overhanging section steel support frame;
the shaped steel supporting rack of encorbelmenting includes four angle steel of respectively fixed mounting at four external corners of stand, the equal fixed mounting in angle steel lateral wall upper end has the shaped steel girder of encorbelmenting, girder top surface fixed mounting is encorbelmented to the steel girder top surface has the shaped steel to unite the roof beam, the one end fixed mounting that the angle steel was kept away from to the girder bottom surface of encorbelmenting has the shaped steel bracing, the one end fixed mounting that the girder was encorbelmented to the shaped steel bracing is kept away from at angle steel lateral wall lower extreme.
The angle steel lateral wall runs through and has seted up a plurality of mounting holes, just the angle steel passes through chemical crab-bolt fixed mounting on the stand.
And the four angle steels are fixedly connected with each other through welding batten plates.
The steel pipe scaffold includes that a plurality of vertical pole settings of installing on shaped steel yoke beam of encorbelmenting and being used for connecting the pole setting just sets up with the pole setting is perpendicular.
The shaped steel is encorbelmented the coupling beam top surface fixed mounting and is had a plurality of positioning steel bars that are used for carrying out the location installation to the pole setting.
The utility model has the advantages of reasonable design, can often receive the adverse effect that each item factor restriction such as place, environment, component produced to actual structure reinforcement work progress, solved because of unable pre-buried problem that leads to being difficult to set up the scaffold frame of encorbelmenting, very big reduction set up the potential safety hazard of steel pipe scaffold system, improved the safety in utilization of construction handling frame, provide the powerful guarantee for project safety control.
Drawings
Fig. 1 is a schematic view of the overall structure of the novel cantilever construction handling frame for reinforcing a high-position column;
FIG. 2 is a schematic view of a bottom overhanging type steel support frame of the novel overhanging construction handling frame for reinforcing a high-position column of the present invention;
fig. 3 is the utility model discloses the need that can supply the novel construction handling frame of encorbelmenting that the high position post was consolidated and is used and shaped steel tip welded connecting plate (angle steel) schematic diagram.
In the figure, 1, an overhanging type steel support frame; 2. a steel pipe scaffold; 3. angle steel; 4. a steel cantilever girder; 5. the section steel is cantilevered to connect the beam; 6. a profile steel diagonal bracing; 7. a cross bar; 8. welding the batten plate; 9. positioning the reinforcing steel bars; 10. and (6) erecting a rod.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 to 3, a novel overhanging construction handling frame for reinforcing a high-position column comprises an overhanging section steel support frame 1 and a steel pipe scaffold 2 arranged on the upper part of the overhanging section steel support frame 1;
cantilever shaped steel supporting rack 1 includes four angle steel 3 of respectively fixed mounting at four external corners of stand, the equal fixed mounting in 3 lateral walls of angle steel upper end has shaped steel girder 4 of encorbelmenting, 4 top surface fixed mounting of girder of encorbelmenting has shaped steel yoke 5 of encorbelmenting, the one end fixed mounting that angle steel 3 was kept away from to 4 bottom surfaces of girder of encorbelmenting has shaped steel bracing 6, the one end fixed mounting that girder 4 was encorbelmented to shaped steel bracing 6 was kept away from to steel is at 3 lateral wall lower extremes of angle steel.
The 3 lateral walls of angle steel run through and have seted up a plurality of mounting holes, just angle steel 3 is through chemical crab-bolt fixed mounting on the stand. The chemical anchor bolt is a high-strength anchor bolt taking vinyl resin as a main raw material, and is called a chemical suppository in the early stage. The chemical anchor bolt is a novel anchor bolt appearing after an expansion anchor bolt, a screw is fixed in a concrete base material drilling hole in a cementing mode through a specially-made chemical adhesive, so that a composite part for anchoring a fixing part is realized, expansion extrusion stress is avoided on the base material, the chemical anchor bolt is suitable for heavy load and various vibration loads, and the chemical anchor bolt has the advantages of being fast in installation, fast in curing, free of influence on construction progress and the like.
The four angle steels 3 are fixedly connected with each other through welding batten plates 8. The setting of welding lacing plate 8 for four angle steel 3 are connected and are a whole, have promoted the holistic stability of device.
The steel pipe scaffold 2 comprises a plurality of vertical upright rods 10 arranged on the section steel cantilever coupling beam 5 and a cross rod 7 used for connecting the upright rods 10 and the upright rods 10. And fixedly installing the vertical rod 10 on the steel cantilever coupling beam 5, and then installing the cross rod 7 on the vertical rod 10 to complete the installation of the steel pipe scaffold 2.
The top surface of the section steel cantilever coupling beam 5 is fixedly provided with a plurality of positioning reinforcing steel bars 9 used for positioning and installing the vertical rods 10. The setting of positioning steel bar 9 has made things convenient for people to fix a position the installation to pole setting 10.
During construction, the angle steel 3 on the four external corners of the upright is firstly installed, before the installation of the angle steel 3, a hole needs to be drilled on the angle steel 3 so as to facilitate the chemical anchor bolt to pass through, and since the chemical anchor bolt cannot be disturbed or loaded before the specified curing time is over, the installation measures of the angle steel 3 on the four external corners of the upright are determined by technicians after the investigation: after one surface of the angle steel 3 is solidified by a chemical anchor bolt, the angle steel 3 is firmly fixed on the upright post by screwing down a screw cap, the position of a hole drilled on the other surface of the angle steel 3 is ensured to coincide with the position of a hole drilled on the upright post, then the other side is installed with a chemical anchor bolt, the other side is screwed and fixed on the upright post by a screw cap after the solidification is finished, the four angle steels 3 on the four external corners of the upright post are connected into a whole by welding a batten plate 8 after the installation of the angle steels 3 is finished, the top, the middle and the bottom are respectively provided with a channel, then the steel cantilever main beam 4, the section steel inclined strut 6 and the angle steel 3 are welded to form a stable whole, then the section steel cantilever connecting beam is welded, and then positioning the vertical rod 10, welding a positioning steel bar 9 on the section steel cantilever coupling beam 5, manufacturing the whole cantilever section steel support frame 1, and erecting the steel pipe scaffold 2 by using the cantilever section steel support frame 1. The utility model has the advantages of reasonable design, can often receive the adverse effect that each item factor restriction such as place, environment, component produced to actual structure reinforcement work progress, solved because of unable pre-buried problem that leads to being difficult to set up the scaffold frame of encorbelmenting, reduced the potential safety hazard in setting up 2 in-process of steel pipe scaffold frame, improved the safety in utilization of construction handling frame, provide the powerful guarantee for project safety control.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and should not be taken as limiting the scope of the present invention, therefore, any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (5)
1. A novel overhanging construction operation frame capable of being used for reinforcing a high-position column comprises an overhanging section steel support frame (1) and a steel pipe scaffold (2) arranged on the upper part of the overhanging section steel support frame (1);
the method is characterized in that: cantilever shaped steel supporting rack (1) is including four angle steel (3) of respectively four external corners of stand fixed mounting, the equal fixed mounting in angle steel (3) lateral wall upper end has shaped steel girder (4) of encorbelmenting, girder (4) top surface fixed mounting is encorbelmented shaped steel and is linked up roof beam (5), the one end fixed mounting that angle steel (3) were kept away from to girder (4) bottom surface is encorbelmented shaped steel bracing (6), the one end fixed mounting that girder (4) were encorbelmented to steel bracing (6) was kept away from at angle steel (3) lateral wall lower extreme.
2. The new cantilever construction handling frame for reinforcing high position column as claimed in claim 1, wherein: a plurality of mounting holes are formed in the outer side wall of the angle steel (3) in a penetrating mode, and the angle steel (3) is fixedly mounted on the stand column through chemical anchor bolts.
3. The new cantilever construction handling frame for reinforcing high position column as claimed in claim 2, wherein: the four angle steels (3) are fixedly connected with each other through welding batten plates (8).
4. The new cantilever construction handling frame for reinforcing high position column as claimed in claim 1, wherein: the steel pipe scaffold (2) include a plurality of vertical pole setting (10) of installing on shaped steel yoke beam (5) of encorbelmenting and be used for connecting pole setting (10) and with horizontal pole (7) of pole setting (10) perpendicular setting.
5. The new cantilever construction handling frame for reinforcing high position column as claimed in claim 4, wherein: the top surface of the section steel cantilever coupling beam (5) is fixedly provided with a plurality of positioning reinforcing steel bars (9) used for positioning and installing the vertical rods (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120096653.XU CN215107164U (en) | 2021-01-14 | 2021-01-14 | Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120096653.XU CN215107164U (en) | 2021-01-14 | 2021-01-14 | Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215107164U true CN215107164U (en) | 2021-12-10 |
Family
ID=79323999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120096653.XU Active CN215107164U (en) | 2021-01-14 | 2021-01-14 | Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215107164U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653309A (en) * | 2021-08-17 | 2021-11-16 | 中国建筑第八工程局有限公司 | Connecting structure of operating frame and upright column and construction method thereof |
-
2021
- 2021-01-14 CN CN202120096653.XU patent/CN215107164U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653309A (en) * | 2021-08-17 | 2021-11-16 | 中国建筑第八工程局有限公司 | Connecting structure of operating frame and upright column and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201826525U (en) | Climbing shuttering system device for buildings | |
| CN103195256A (en) | Hanging column type steel structure jig frame construction method | |
| CN113175091B (en) | Fully assembled prestressed frame cable system combined structure | |
| CN212503601U (en) | Installation die for unit sections of vertical pipes of pipe well | |
| CN101503908B (en) | Construction method for spacing suspension cable structural template support platform | |
| CN113356551A (en) | Cantilever frame structure | |
| CN215107164U (en) | Novel construction handling frame of encorbelmenting that can provide high position post to consolidate and use | |
| CN108729640B (en) | Mounting method of cantilever plate of assembled building | |
| CN211775609U (en) | Integrated form scaffold of independent post roof beam outer frame high-rise building | |
| CN207003673U (en) | A kind of connecting node of beam and wallboard | |
| CN111827648A (en) | Construction device and method for down-supporting type overhanging scaffold | |
| CN112227688A (en) | Stiffening plate bearing type outer frame-free construction platform for residential building and construction method | |
| CN109989590B (en) | Auxiliary fixing device for mounting roof overlong steel beam and hoisting method of steel beam | |
| CN208380049U (en) | The dismountable triangle sets mould assembly steel overhanging support of Overhanging Outside Scaffold | |
| CN103628692A (en) | Floor beam mounting bracket and use and construction method thereof | |
| CN217975378U (en) | Cast-in-place board template strutting arrangement of simple beam assembled | |
| CN207905104U (en) | A kind of assembled architecture truss structure | |
| CN215803085U (en) | Upward-pulling type construction device for cantilever scaffold | |
| CN216042835U (en) | Layer adding device with light wall board for raising frame structure | |
| CN213174742U (en) | Top bracing steel stand structure | |
| CN113550551A (en) | Construction device and method for pull-up type overhanging scaffold | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN203640313U (en) | Floor beam installing support | |
| CN115538678B (en) | Construction method for small side surface platform of large-angle overhanging view platform | |
| CN220395153U (en) | Attaching structure of attaching lifting scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |