CN215055197U - Outer scaffold drawknot reinforced structure of large-span high-rise building system - Google Patents
Outer scaffold drawknot reinforced structure of large-span high-rise building system Download PDFInfo
- Publication number
- CN215055197U CN215055197U CN202120565773.XU CN202120565773U CN215055197U CN 215055197 U CN215055197 U CN 215055197U CN 202120565773 U CN202120565773 U CN 202120565773U CN 215055197 U CN215055197 U CN 215055197U
- Authority
- CN
- China
- Prior art keywords
- frame
- outer scaffold
- scaffold
- vertical
- rods
- 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 fixed facilities of scaffold frame supports or connects the support frame field of building, specifically is a large-span high-rise building system outer scaffold frame drawknot reinforced structure. The utility model provides a large-span high-rise building system external scaffolding drawknot reinforced structure, includes frame post (1), characterized by: the scaffold comprises an outer scaffold (2), a column embracing frame (3), a vertical rod (4), a connecting rod (51) and a diagonal draw bar (52), wherein the column embracing frame (3) is sequentially and horizontally hooped on the outer side surface of a frame column (1) along the vertical direction; the outer sides of four edges of the frame column (1) are respectively provided with a vertical rod (4); two vertical rods (4) which are close to the outer scaffold (2) are respectively connected with the horizontal rods of the outer scaffold (2) through connecting rods (51); two vertical rods (4) far away from the outer scaffold (2) are respectively connected with the horizontal rods of the outer scaffold (2) through diagonal draw bars (52). The utility model discloses be convenient for be under construction, safe and reliable.
Description
Technical Field
The utility model relates to a fixed facilities of scaffold frame supports or connects the support frame field of building, specifically is a large-span high-rise building system outer scaffold frame drawknot reinforced structure.
Background
The buildings in various structural forms with the steel structure transversely spanning not less than 60m and the frame structure transversely spanning not less than 18m are large-span buildings, residential buildings with the building height not less than 27m and non-single-storey plants, warehouses and other civil buildings with the building height not less than 24m are high-rise buildings. Electronic industry factory building often is the high-rise building of large space, large-span frame construction that the span of support area is great, the floor height is higher, and the setting up of outrigger even wall spare is difficult, and through adopting the holding to draw the measure to one side and improve support body stability, the drawknot difficulty, stability is not high, has the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
In order to overcome prior art's defect, provide a scaffold frame annex of being convenient for construction, stability height, safe and reliable, the utility model discloses an outer scaffold frame drawknot reinforced structure of large-span high-rise building system.
The utility model discloses a following technical scheme reaches the invention purpose:
the utility model provides a large-span high-rise building system external scaffolding drawknot reinforced structure, includes the frame post, and the frame post is fixed subaerial perpendicularly, characterized by: also comprises an outer scaffold, a column holding frame, a vertical rod, a connecting rod and a diagonal draw bar,
the outer scaffold is vertically fixed on the ground and arranged on one side of the frame column;
the column embracing frames are sequentially and horizontally hooped on the outer side surfaces of the frame columns along the vertical direction, and each column embracing frame is respectively flush with one layer of horizontal rod of the outer scaffold;
the outer sides of four edges of the frame column are respectively provided with a vertical rod, and one corner of each column holding frame is connected with one vertical rod through a right-angle fastener, so that the four vertical rods are attached and fixed at the corners of each column holding frame;
two vertical rods close to the outer scaffold are respectively connected with a horizontal rod of the outer scaffold through connecting rods, the vertical rods are sequentially arranged along the vertical direction, and each connecting rod is respectively flush with one layer of horizontal rod of the outer scaffold;
and two far away vertical rods of the outer scaffold are connected with the horizontal rods of the outer scaffold through diagonal draw bars respectively, the diagonal draw bars are sequentially arranged along the vertical direction, and each diagonal draw bar is flushed with one layer of horizontal rods of the outer scaffold respectively.
The outer scaffold drawknot reinforced structure of large-span high-rise building system, characterized by:
the connecting rod is vertical to the horizontal rod of the outer scaffold, the two ends of the connecting rod are respectively connected with the vertical rod and the horizontal rod of the outer scaffold by a right-angle fastener,
the included angle between the diagonal draw bar and the horizontal rod of the outer scaffold is 45-60 degrees, and the two ends of the diagonal draw bar are respectively connected with the vertical rod and the horizontal rod of the outer scaffold by rotating fasteners.
The utility model discloses during the construction, implement according to following step in proper order:
1. firstly, pouring a frame column, and horizontally hooping a column-holding frame at the position of the frame column corresponding to each layer of horizontal rod of the outer scaffold after the frame column reaches a standard side mold dismantling condition;
2. four upright posts are erected along four edges of the frame column, and the upright posts and the extending sections of the embracing column frame are connected and fixed by right-angle fasteners;
3. two vertical rods which are closer to the outer scaffold are respectively connected with a horizontal rod of the outer scaffold through a connecting rod, two vertical rods which are farther from the outer scaffold are respectively connected with a horizontal rod of the outer scaffold through a diagonal draw bar, the connecting rods and the diagonal draw bars are sequentially arranged along the vertical direction, and each connecting rod and each diagonal draw bar are respectively flush with one layer of horizontal rod of the outer scaffold;
4. hang warning sign on frame post and outer scaffold frame and prevent that personnel from tearing open by mistake.
The utility model discloses a to the span great, the higher big space frame structure outer scaffolding of layer height add to establish the drawknot and consolidate the design, solve the problem of drawknot difficulty, improve outrigger stability. Specifically, a pole is set up to fix after a frame column is hooped by a column embracing frame, and the opposite pole is connected with an external scaffold by adopting a connecting rod and a diagonal draw bar.
The utility model discloses following beneficial effect has: the drawknot construction is convenient, and the stability of the structure and the firmness of the frame body are improved.
Drawings
Figure 1 is a schematic top view of the present invention,
fig. 2 is a left side view schematically illustrating the present invention.
Detailed Description
The invention is further illustrated by the following specific examples.
Example 1
The utility model provides a large-span high-rise building system external scaffolding drawknot reinforced structure, includes frame post 1, external scaffolding 2, embraces post frame 3, pole setting 4, connecting rod 51 and diagonal draw bar 52, as shown in fig. 1 and fig. 2, concrete structure is:
the frame column 1 is vertically fixed on the ground, and the outer scaffold 2 is vertically fixed on the ground and arranged on one side of the frame column 1;
the column holding frames 3 are sequentially horizontally hooped on the outer side surface of the frame column 1 along the vertical direction, and each column holding frame 3 is respectively flush with one layer of horizontal rod of the outer scaffold 2;
the outer sides of four edges of the frame column 1 are respectively provided with a vertical rod 4, and one corner of each column holding frame 3 is connected with one vertical rod 4 by a right-angle fastener, so that the four vertical rods 4 are attached and fixed at the corners of each column holding frame 3;
two upright posts 4 which are close to the outer scaffold 2 are respectively connected with the horizontal rods of the outer scaffold 2 through connecting rods 51, the upright posts 4 are sequentially arranged along the vertical direction, and each connecting rod 51 is respectively level with one layer of horizontal rod of the outer scaffold 2;
and two pole setting 4 far away from outer scaffold 2 connect the horizon bar of outer scaffold 2 through diagonal draw 52 respectively, and diagonal draw 52 sets gradually along the vertical direction, and every diagonal draw 52 flushes with the one deck horizon bar of outer scaffold 2 respectively.
In this embodiment:
the connecting rod 51 is vertical to the horizontal rods of the outer scaffold 2, two ends of the connecting rod 51 are respectively connected with the vertical rod 4 and the horizontal rod of the outer scaffold 2 by a right-angle fastener,
the inclined pull rod 55 and the horizontal rod of the outer scaffold 2 form an included angle of 45 degrees, and the two ends of the inclined pull rod 52 are respectively connected with the vertical rod 4 and the horizontal rod of the outer scaffold 2 through rotating fasteners.
In the construction of this embodiment, the following steps are performed in sequence:
1. firstly, a frame column 1 is poured, and after the frame column 1 reaches a standard side form dismantling condition, a column holding frame 3 is horizontally hooped at the position, corresponding to each layer of horizontal rods of an outer scaffold 2, of the frame column 1;
2. four upright posts 4 are erected along four edges of the frame column 1, and the upright posts 4 and the extending sections of the embracing column frame 3 are connected and fixed by right-angle fasteners;
3. two vertical rods 4 which are close to the outer scaffold 2 are respectively connected with a horizontal rod of the outer scaffold 2 through connecting rods 51, two vertical rods 4 which are far from the outer scaffold 2 are respectively connected with a horizontal rod of the outer scaffold 2 through diagonal rods 52, the connecting rods 51 and the diagonal rods 52 are sequentially arranged along the vertical direction, and each connecting rod 51 and each diagonal rod 52 are respectively flush with one layer of horizontal rod of the outer scaffold 2;
4. hang warning sign on frame post 1 and outer scaffold frame 2 and prevent that personnel from tearing open by mistake.
Claims (2)
1. The utility model provides a large-span high-rise building system external scaffolding drawknot reinforced structure, includes frame post (1), and frame post (1) is fixed subaerial perpendicularly, characterized by: also comprises an external scaffold (2), a pole frame (3), a vertical rod (4), a connecting rod (51) and a diagonal draw bar (52),
the outer scaffold (2) is vertically fixed on the ground and arranged on one side of the frame column (1);
the column holding frames (3) are sequentially and horizontally hooped on the outer side surface of the frame column (1) along the vertical direction, and each column holding frame (3) is respectively level with one layer of horizontal rod of the outer scaffold (2);
the outer sides of four edges of the frame column (1) are respectively provided with a vertical rod (4), one corner of each column holding frame (3) is connected with one vertical rod (4) through a right-angle fastener, and the four vertical rods (4) are attached and fixed at the corners of each column holding frame (3);
two vertical rods (4) which are close to the outer scaffold (2) are respectively connected with the horizontal rods of the outer scaffold (2) through connecting rods (51), the vertical rods (4) are sequentially arranged along the vertical direction, and each connecting rod (51) is respectively level with one layer of horizontal rods of the outer scaffold (2);
two vertical rods (4) far away from the outer scaffold (2) are respectively connected with the horizontal rods of the outer scaffold (2) through diagonal draw bars (52), the diagonal draw bars (52) are sequentially arranged along the vertical direction, and each diagonal draw bar (52) is respectively flush with one layer of horizontal rods of the outer scaffold (2).
2. The large-span high-rise building system external scaffold drawknot reinforcement structure of claim 1, which is characterized in that:
the connecting rod (51) is vertical to the horizontal rod of the outer scaffold (2), the two ends of the connecting rod (51) are respectively connected with the vertical rod (4) and the horizontal rod of the outer scaffold (2) by a right-angle fastener,
the included angle between the diagonal draw bar (55) and the horizontal bar of the outer scaffold (2) is 45-60 degrees, and the two ends of the diagonal draw bar (52) are respectively connected with the vertical bar (4) and the horizontal bar of the outer scaffold (2) by rotating fasteners.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120565773.XU CN215055197U (en) | 2021-03-19 | 2021-03-19 | Outer scaffold drawknot reinforced structure of large-span high-rise building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120565773.XU CN215055197U (en) | 2021-03-19 | 2021-03-19 | Outer scaffold drawknot reinforced structure of large-span high-rise building system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215055197U true CN215055197U (en) | 2021-12-07 |
Family
ID=79153464
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120565773.XU Active CN215055197U (en) | 2021-03-19 | 2021-03-19 | Outer scaffold drawknot reinforced structure of large-span high-rise building system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215055197U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting method thereof |
-
2021
- 2021-03-19 CN CN202120565773.XU patent/CN215055197U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN106351445B (en) | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation | |
| CN109610817A (en) | Cross beam falsework and its design and construction method | |
| CN105421748A (en) | Anchoring device of cantilever scaffold | |
| CN212507296U (en) | High formwork system | |
| CN212405468U (en) | Stiff concrete structure beam column core area structure | |
| CN215055197U (en) | Outer scaffold drawknot reinforced structure of large-span high-rise building system | |
| CN206581577U (en) | Using housing construction builder's jack | |
| CN210263854U (en) | Large-span large-storey high-frame building wall connecting piece | |
| CN217028024U (en) | High-rise embracing column wall connecting piece | |
| CN215484679U (en) | High-support template structure | |
| CN208363666U (en) | It is a kind of for build face side construction safety protection frame | |
| CN214739896U (en) | Ultrahigh-rise framework beam formwork system for ultrahigh-rise | |
| CN212176590U (en) | Outer frame safety protection structure is exempted from to assembled building | |
| CN211818054U (en) | Fixing structure of safety protection device for cast-in-place part on periphery of assembly type shear wall | |
| CN211572640U (en) | Pre-buried positioner of constructional column reinforcing bar | |
| CN208830725U (en) | A kind of wall single side formwork bracket | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN209760830U (en) | Prevent framework of steel reinforcement skew structure | |
| CN111188489A (en) | External frame-free safety protection structure of fabricated building and construction method thereof | |
| CN110656581A (en) | Temporary bridge construction process | |
| CN219343966U (en) | Scaffold wall connecting piece device for large-column-spacing large-rise building | |
| CN217602081U (en) | Concrete funnel template support system | |
| CN214195509U (en) | Pulling device for scaffold and fair-faced concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |