CN219343939U - Supporting framework - Google Patents
Supporting framework Download PDFInfo
- Publication number
- CN219343939U CN219343939U CN202222584552.4U CN202222584552U CN219343939U CN 219343939 U CN219343939 U CN 219343939U CN 202222584552 U CN202222584552 U CN 202222584552U CN 219343939 U CN219343939 U CN 219343939U
- Authority
- CN
- China
- Prior art keywords
- rod
- support frame
- horizontal
- horizontal rod
- beam body
- 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
- Movable Scaffolding (AREA)
Abstract
The utility model relates to a supporting framework arranged on a constructed floor slab, which comprises: the scaffold is arranged at the top of the horizontal rod; and one end of the connecting rod is hung on the upper beam body of the constructed floor slab, and the other end of the connecting rod is connected with the extending part of the horizontal rod.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a supporting framework.
Background
The upper part of the roof board of the 150m super high-rise residential building is provided with a cantilever structure made of concrete or steel beams. The curtain wall keel and the aluminum plate surface are further overhanging outwards on the basis of the original overhanging concrete or steel beam structure. Because the concrete framework protrudes out of the outer facade of the building, the arrangement of the decorative component on the outer facade of the overhanging structure can cause great difficulty for construction, and the common practice is that a constructor stands on the top of the overhanging structure to lay a bolt towards the side wall of the overhanging structure so as to be used as an overhanging support of the overhanging structure, once the arrangement is unreasonable, great difficulty is caused for construction, high-altitude operation is extremely dangerous, and even the constructor operates improperly, great safety accidents are extremely easy to cause. Therefore, how to construct the high-altitude truss beam by adopting the most economical and reasonable means becomes a great difficulty of the current construction enterprises.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art, and provides a supporting framework, wherein the horizontal rod is arranged outside a lower floor slab, and part of the horizontal rod extends out of the lower floor slab, so that the horizontal rod is provided with a working end capable of building a scaffold outside the building, and a connecting rod for pulling the horizontal rod is further arranged for ensuring the stability of the horizontal rod.
The technical scheme for achieving the purpose is as follows: a support frame for placement in a constructed floor, the support frame comprising:
the scaffold is arranged at the top of the horizontal rod; and
and one end of the connecting rod is hung on the upper beam body of the constructed floor slab, and the other end of the connecting rod is connected with the extending part of the horizontal rod.
Further, the connecting rod includes: the hooking part is hung on the upper beam body, and the guide rod is connected with the hooking part and the extending part of the horizontal rod.
Further, the hooking member includes: the two opposite vertical rods and the erection rod connected between the vertical rods are attached to the top surface of the upper beam body and the two vertical rods are attached to the two opposite side walls of the upper beam body respectively, and one end, away from the horizontal rod, of the guide rod is connected to the corresponding vertical rod.
Further, the length of the erecting rod is matched with the width of the upper beam body.
Further, the method further comprises the following steps: the horizontal rods are clamped between the anchor screws and the constructed floor.
Further, the anchor screw includes: the horizontal rod is positioned between the two fixed rods and is clamped between the closed rod and the constructed floor.
Further, the length of the closing rod is matched with the width of the horizontal rod.
Further, the method further comprises the following steps: and the wooden wedge is arranged in a gap among the anchoring screw rod, the horizontal rod and the constructed floor slab in a filling manner.
Further, the horizontal rod is made of I-steel.
Further, the connecting rod is made of steel. Compared with the prior art, the utility model has the following beneficial effects:
a supporting framework is characterized in that the horizontal rod is arranged outside the lower floor slab and extends out of the lower floor slab, so that the working end of the scaffold can be built on the outer side of the building body, and a connecting rod for pulling the horizontal rod is further arranged for guaranteeing the stability of the horizontal rod.
Drawings
Fig. 1 is a schematic structural view of a supporting frame according to the present utility model.
Legend description: 1. constructing a floor slab; 2. an upper beam body; 3. a beam body; 4. a hooking member; 5. an anchor screw; 6. a guide rod; 7. a horizontal bar.
Detailed Description
The utility model will be further described with reference to the drawings and the specific examples.
Referring to fig. 1, a support frame for a constructed floor 1, the support frame comprising: a horizontal bar 7 installed on the constructed floor 1 and partially extended outward, the scaffold being installed on top of the horizontal bar 7; and a connecting rod with one end hung on the upper beam body 2 of the constructed floor slab 1 and the other end connected with the extending part of the horizontal rod 7.
Further, the connecting rod includes: a hooking member 4 hung on the upper beam body 2, and a guide rod 6 connecting the hooking member 4 and the extension portion of the horizontal rod 7.
Further, the hooking member 4 includes: two opposite vertical bars and connect in set up the pole between the vertical bars, set up the pole laminating in the top surface of top beam body 2 and two vertical bars laminate respectively in two opposite lateral walls of top beam body 2, guide arm 6 keep away from horizontal bar 7's one end is connected in corresponding vertical bar.
Further, the length of the erecting rod is matched with the width of the upper beam body 2.
Further, the method further comprises the following steps: the horizontal rods 7 are clamped between the anchor screws 5 and the constructed floor 1.
Further, the anchor screw 5 includes: the horizontal rod 7 is positioned between the two fixed rods and is clamped between the closed rod and the constructed floor 1.
Further, the length of the closing rod is adapted to the width of the horizontal rod 7.
Further, the method further comprises the following steps: and a wooden wedge which is arranged in a gap among the anchoring screw 5, the horizontal rod 7 and the constructed floor slab 1 in a filling way.
Further, the horizontal rod 7 is made of i-steel.
Further, the connecting rod is made of steel. The use of a support frame according to the utility model is described below.
According to the plane arrangement, the pre-embedded position of the anchoring screw 5 is further deepened, during construction, the pre-processed anchoring screw 5 is pre-embedded to a designated position, before the anchoring screw 5 is pre-embedded, the embedded part of the anchoring screw 5 is tightly wrapped and protected by a plastic pipe or a transparent adhesive tape, the anchoring screw 5 is pre-embedded and is arranged on a straight line, so that the horizontal rod 7 passes through, a gap between the horizontal rod 7 and the anchoring screw 5 is tightly plugged by using a wooden wedge, further, the wooden wedge can be fixed by using a fixing tool such as a screw to prevent the horizontal rod 7 from sliding, further, in order to increase the stability of the extending part of the horizontal rod 7, the hooking end is hooked at the end part of the beam body 3 of the upper beam body 2, and the guide rod 6 is fixedly connected with the horizontal rod 7 by welding; a scaffold is arranged on the horizontal rod 7.
The present utility model has been described in detail with reference to the embodiments of the drawings, and those skilled in the art can make various modifications to the utility model based on the above description. Accordingly, certain details of the illustrated embodiments are not to be taken as limiting the utility model, which is defined by the appended claims.
Claims (10)
1. The utility model provides a support frame sets up in the floor that has already been under construction, characterized by: the support frame includes:
the scaffold is arranged at the top of the horizontal rod; and
and one end of the connecting rod is hung on the upper beam body of the constructed floor slab, and the other end of the connecting rod is connected with the extending part of the horizontal rod.
2. A support frame as claimed in claim 1, wherein: the connecting rod includes: the hooking part is hung on the upper beam body, and the guide rod is connected with the hooking part and the extending part of the horizontal rod.
3. A support frame as claimed in claim 2, wherein: the hooking part comprises: the two opposite vertical rods and the erection rod connected between the vertical rods are attached to the top surface of the upper beam body and the two vertical rods are attached to the two opposite side walls of the upper beam body respectively, and one end, away from the horizontal rod, of the guide rod is connected to the corresponding vertical rod.
4. A support frame according to claim 3, wherein: the length of the setting up bar is matched with the width of the upper beam body.
5. A support frame as claimed in claim 1, wherein: further comprises: the horizontal rods are clamped between the anchor screws and the constructed floor.
6. A support frame as claimed in claim 5, wherein: the anchor screw includes: the horizontal rod is positioned between the two fixed rods and is clamped between the closed rod and the constructed floor.
7. A support frame as claimed in claim 6, wherein: the length of the closing rod is matched with the width of the horizontal rod.
8. A support frame as claimed in claim 5, wherein: further comprises: and the wooden wedge is arranged in a gap among the anchoring screw rod, the horizontal rod and the constructed floor slab in a filling manner.
9. A support frame as claimed in claim 1, wherein: the horizontal rod is made of I-steel.
10. A support frame as claimed in claim 1, wherein: the connecting rod is made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222584552.4U CN219343939U (en) | 2022-09-28 | 2022-09-28 | Supporting framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222584552.4U CN219343939U (en) | 2022-09-28 | 2022-09-28 | Supporting framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219343939U true CN219343939U (en) | 2023-07-14 |
Family
ID=87108366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222584552.4U Active CN219343939U (en) | 2022-09-28 | 2022-09-28 | Supporting framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219343939U (en) |
-
2022
- 2022-09-28 CN CN202222584552.4U patent/CN219343939U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201261942Y (en) | Stand platform for cantilevered concrete structure construction | |
| CN202139833U (en) | Cantilever scaffold for building construction | |
| CN105421748B (en) | Anchoring device of cantilever scaffold | |
| CN113931446B (en) | Construction method of one-time pouring bay window formwork erecting structure | |
| CN204001650U (en) | Overhanging scaffold for building | |
| CN207700669U (en) | A kind of bracing means of builder's jack and laminated floor slab | |
| CN102454292A (en) | Supporting steel frame of high altitude large-span cantilever structure mold frame | |
| CN219343939U (en) | Supporting framework | |
| CN212507296U (en) | High formwork system | |
| CN2876236Y (en) | Suspension arm lifting scaffold | |
| CN2816164Y (en) | Cast-in field steel-bar-concrete air jointing porch | |
| CN206636168U (en) | A kind of overhanging scaffold system | |
| CN103147573A (en) | Natatorium roof beam slab high formwork construction method | |
| CN211257760U (en) | Triangular supporting device for overhanging scaffold | |
| CN210947661U (en) | Installation device of socket type overhanging scaffold | |
| CN207794582U (en) | A kind of hanging large span combination support for shuttering | |
| CN205224571U (en) | Anchor of builder's jack | |
| CN220666935U (en) | Telescopic beam building template system | |
| CN209114976U (en) | A kind of dismountable environment protection fence | |
| CN217581192U (en) | Supporting device for steel-clad room template | |
| CN202866155U (en) | Overhanging joist steel protective shed structure | |
| CN218597748U (en) | Pull rod type overhanging type steel formwork support system | |
| CN210918161U (en) | Pull-up type overhanging scaffold | |
| CN220167506U (en) | Supporting structure for reinforcing side beam template | |
| CN208430775U (en) | A kind of stair tread formwork bracing means |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |