CN213572954U - Gable external scaffolding counterfort structure with adjustable pre-buried formula - Google Patents
Gable external scaffolding counterfort structure with adjustable pre-buried formula Download PDFInfo
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- CN213572954U CN213572954U CN202022187508.0U CN202022187508U CN213572954U CN 213572954 U CN213572954 U CN 213572954U CN 202022187508 U CN202022187508 U CN 202022187508U CN 213572954 U CN213572954 U CN 213572954U
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Abstract
The utility model discloses a gable outer scaffolding counterfort structure with adjustable pre-buried formula, include: pre-buried base and connection horizontal pole, pre-buried base sets up in the concrete shear force wall, it is connected with the scaffold frame pole setting to connect horizontal pole one end, the connection horizontal pole other end with pre-buried base connects, pre-buried base includes: baffle, embedded steel bar and sleeve pipe extend along baffle both sides face respectively, embedded steel bar embedding concrete shear force wall, the sleeve pipe cup joints with connecting the horizontal pole, the baffle is located the surface of concrete shear force wall side, thereby solves among the above-mentioned prior art and can't lead to the unstable technical problem of scaffold installation at the pre-buried steel pipe on the gable.
Description
Technical Field
The utility model belongs to the technical field of the building, especially, relate to a gable outer scaffolding buttressing wall structure with adjustable pre-buried formula.
Background
The outer scaffold wall supporting piece is a surrounding linear construction platform erected in the process of building outer facade decoration or building structure construction, and due to the fact that the outer edge area of the outer scaffold is large and the erection height is high, if the outer scaffold upright rod is not effectively tied in time when the outer scaffold is erected, the overall stability and the anti-overturning performance of the outer scaffold are seriously affected. Structurally, directly after pre-buried steel pipe in the sense of tradition, the outrigger pole setting is direct to be connected with pre-buried steel pipe adoption fastener, but when the high-rise building of frame shear force wall, the gable often adopts the massive plate shear force wall to pour and forms, consequently can't pre-buried steel pipe on the gable, and the stability of external scaffold frame causes serious potential safety hazard to cause relevant economic loss.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a gable outer scaffolding buttressing structure with adjustable pre-buried formula thereby solves among the above-mentioned prior art and can't lead to the unstable technical problem of scaffold installation on the gable by pre-buried steel pipe.
The utility model provides a technical scheme that its technical problem adopted is:
the utility model provides a gable external scaffolding counterfort structure with adjustable pre-buried formula, includes: pre-buried base and connection horizontal pole, pre-buried base sets up in the concrete shear force wall, it is connected with the scaffold frame pole setting to connect horizontal pole one end, the connection horizontal pole other end with pre-buried base connects, pre-buried base includes: the concrete shear wall comprises a baffle, embedded steel bars and a sleeve, wherein the embedded steel bars and the sleeve extend along two side faces of the baffle respectively, the embedded steel bars are embedded into the concrete shear wall, the sleeve is sleeved with a connecting cross rod, and the baffle is located on the surface of one side face of the concrete shear wall.
The utility model discloses a gable outer scaffold puts up counterfort structure with adjustable pre-buried formula, the sleeve pipe side has the sleeve pipe regulation hole that runs through, it has the horizontal pole regulation hole that runs through to connect the horizontal pole side, the location bolt has been passed when sleeve pipe regulation hole and horizontal pole regulation hole position coincide.
The utility model discloses a gable external scaffolding counterfort structure with adjustable pre-buried formula, the location bolt is L column structure, L column structure's horizontal end has anti-skidding jack, be equipped with anti-skidding bolt in the anti-skidding jack.
The utility model discloses a gable external scaffolding buttresses counterfort structure with adjustable pre-buried formula, the sleeve pipe regulation hole is provided with a plurality of along sleeve pipe length direction.
The utility model discloses a gable outer scaffold puts up buttress structure with adjustable pre-buried formula, the horizontal pole regulation hole is provided with a plurality of along connecting horizontal pole length direction.
The utility model discloses a gable external scaffolding counterfort structure with adjustable pre-buried formula, pre-buried reinforcing bar is hook-like structure.
The utility model discloses the beneficial effect who produces is: the utility model provides a gable external scaffolding buttresses counterfort structure with adjustable pre-buried formula, pre-buried through embedded steel bar, the effectual unable pre-buried steel pipe of gable of having avoided holds up the drawback of wall spare, reached not structurally under the condition of reserving the hole, satisfy external scaffolding counterfort requirement, through setting up adjustable hole position, if moulding, outstanding component etc. when having solved different building outer sidelines, the connection horizontal pole length that leads to is not enough, adjustable connection horizontal pole position is used for extending the member and exposes the part, thereby reach adjustable connection horizontal pole apart from building outward flange interval, and, can also used repeatedly after the cutting of bushing portion.
Drawings
The invention will be further explained with reference to the drawings and examples, wherein:
fig. 1 is a schematic diagram of an embodiment of the present invention;
fig. 2 is a top view of an embodiment of the invention;
fig. 3 is a diagram of a connector portion of an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
As shown in fig. 1-3, an embedded adjustable gable external scaffold buttress structure comprises: pre-buried base 2 and connection horizontal pole 4, pre-buried base 2 sets up in concrete shear force wall 1, 4 one ends of connection horizontal pole are connected with scaffold frame pole setting 3, the 4 other ends of connection horizontal pole with pre-buried base 2 is connected, pre-buried base 2 includes: the concrete shear wall comprises a baffle 21, embedded steel bars 22 and a sleeve 23, wherein the embedded steel bars 22 and the sleeve 23 extend along two side faces of the baffle 21 respectively, the embedded steel bars 22 are embedded into the concrete shear wall 1, the sleeve 23 is sleeved with a connecting cross rod 4, and the baffle 21 is located on the surface of one side face of the concrete shear wall 1.
The utility model discloses a preferred embodiment, sleeve pipe 23 side has the sleeve pipe regulation hole 24 that runs through, it has the horizontal pole regulation hole 41 that runs through to connect horizontal pole 4 side, sleeve pipe regulation hole 24 and horizontal pole regulation hole 41 pass location bolt 5 when the position coincides.
In the preferred embodiment of the present invention, the positioning pin 5 is an L-shaped structure, the horizontal end of the L-shaped structure has an anti-slip socket, and the anti-slip socket is equipped with an anti-slip bolt 51.
In the preferred embodiment of the present invention, the sleeve adjusting hole 24 is provided with a plurality of holes along the length direction of the sleeve 23.
In the preferred embodiment of the present invention, the cross rod adjusting hole 41 is provided with a plurality of holes along the length direction of the connecting cross rod 4.
In the preferred embodiment of the present invention, the embedded steel bars 22 are hook-shaped structures.
The working process is as follows:
and determining the installation position of the embedded base 2 through paying-off according to the actual situation of the arrangement and the positioning of the vertical rods on the construction site.
According to the fact that the length of the connecting cross rod 4 is not enough when the outer side lines of different buildings (decoration lines, protruding members and the like) are arranged, the connecting position of the connecting cross rod 4 and the sleeve 23 can be adjusted to be used for prolonging the exposed part of the connecting cross rod 4, and therefore the distance between the scaffold upright rod 3 and the concrete shear wall 1 can be adjusted.
When dismantling, can directly take out location bolt 5, make the connection horizontal pole drop, 2 parts of pre-buried base use the cutting machine directly with sleeve pipe 23 cutting.
The invention has the beneficial effects that: this buttress spare structural design is reasonable, moreover, the steam generator is simple in structure, and convenient for operation, the preparation of usable job site steel, be applicable to the big plate shear force wall of various opposite sex, when outer scaffold frame sets up, the effectual unable pre-buried steel pipe of gable of having avoided holds up the drawback of wall spare, reached not structurally under the condition of reserving the hole, satisfy outer scaffold frame and hold up the wall requirement, the construction is improved, the safety efficiency, and is stable and reliable, manpower and material have been saved, guarantee buttress spare installation effectiveness that can accelerate, very big reduction outer scaffold frame safety uncertainty.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art. In addition, in the description of the present invention, "a plurality" means two or more unless otherwise specified.
It will be understood that modifications and variations can be made by persons skilled in the art in light of the above teachings and all such modifications and variations are considered to be within the scope of the invention as defined by the following claims.
Claims (6)
1. The utility model provides a gable outer scaffold counterfort structure with adjustable pre-buried formula which characterized in that includes: pre-buried base and connection horizontal pole, pre-buried base sets up in the concrete shear force wall, it is connected with the scaffold frame pole setting to connect horizontal pole one end, the connection horizontal pole other end with pre-buried base connects, pre-buried base includes: the concrete shear wall comprises a baffle, embedded steel bars and a sleeve, wherein the embedded steel bars and the sleeve extend along two side faces of the baffle respectively, the embedded steel bars are embedded into the concrete shear wall, the sleeve is sleeved with a connecting cross rod, and the baffle is located on the surface of one side face of the concrete shear wall.
2. The structure of claim 1, wherein the lateral side of the sleeve has a through sleeve adjusting hole, the lateral side of the connecting cross rod has a through cross rod adjusting hole, and a positioning bolt passes through the through sleeve adjusting hole and the cross rod adjusting hole when the positions of the sleeve adjusting hole and the cross rod adjusting hole coincide.
3. The structure of claim 2, wherein the positioning bolt is an L-shaped structure, and the horizontal end of the L-shaped structure has an anti-slip insertion hole, and an anti-slip bolt is assembled in the anti-slip insertion hole.
4. The structure of claim 2, wherein the sleeve adjusting holes are provided in a plurality along the length direction of the sleeve.
5. The structure of claim 2, wherein the cross rod adjusting holes are provided in a plurality along the length direction of the connecting cross rods.
6. The structure of claim 1, wherein the embedded steel bars are in a hook-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022187508.0U CN213572954U (en) | 2020-09-29 | 2020-09-29 | Gable external scaffolding counterfort structure with adjustable pre-buried formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022187508.0U CN213572954U (en) | 2020-09-29 | 2020-09-29 | Gable external scaffolding counterfort structure with adjustable pre-buried formula |
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| CN213572954U true CN213572954U (en) | 2021-06-29 |
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| CN202022187508.0U Active CN213572954U (en) | 2020-09-29 | 2020-09-29 | Gable external scaffolding counterfort structure with adjustable pre-buried formula |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481872A (en) * | 2021-08-16 | 2021-10-08 | 陕西路桥集团有限公司 | Structure and construction method for safety guardrail on bent cap |
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2020
- 2020-09-29 CN CN202022187508.0U patent/CN213572954U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481872A (en) * | 2021-08-16 | 2021-10-08 | 陕西路桥集团有限公司 | Structure and construction method for safety guardrail on bent cap |
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