CN218715007U - Novel wall spare is even to big floor height - Google Patents
Novel wall spare is even to big floor height Download PDFInfo
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- CN218715007U CN218715007U CN202222808739.8U CN202222808739U CN218715007U CN 218715007 U CN218715007 U CN 218715007U CN 202222808739 U CN202222808739 U CN 202222808739U CN 218715007 U CN218715007 U CN 218715007U
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- connecting rod
- rod
- shafts
- wall
- lower connecting
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Abstract
The utility model provides a novel wall spare is even to big layer height, including upper and lower connecting rod, upper and lower connecting rod one end passes through the bolt with the connecting axle of fixing connecting plate one end on the basal plane and reliably connects, and the upper and lower connecting rod other end adopts the form of all fixing in the pole setting of scaffold frame, and the mutual drawknot fixed knot of triangle-shaped fixed knot structure reliable rather than forming to avoid the scaffold frame to empty and warp, improved the stability of support body, simultaneously the utility model discloses still have characteristics such as simple structure, convenient operation, preparation low cost, can have enough to meet the need used repeatedly many times.
Description
Technical Field
The utility model belongs to the technical field of even wall spare design, especially, relate to a novel big floor height even wall spare suitable for under single floor and outrigger height are great, the scaffold frame adheres to the difficulty condition.
Background
At present, the safety control of construction administrative departments in China on the building industry is more and more strict, the manpower and material resource investment of each building participating department on safety and the daily safety control are more and more intensive, but based on the existing construction technology, part of construction safety measures have no reliable technical support and guarantee, and the safety management closed loop is difficult to realize. When the layer height is great, outer scaffold free end is great, outer scaffold adheres to comparatively difficultly, and conventional scaffold even wall spare is difficult to form safe and reliable's drawknot to scaffold frame, and support body poor stability, the support body potential hazard of toppling is big. Based on this, the utility model designs a novel wall spare is even to big floor height, effectively guarantees the security of the unable drawknot's in upper portion outer scaffold frame when the floor height is great.
SUMMERY OF THE UTILITY MODEL
To exist not enough among the prior art, the utility model provides a novel wall spare is even to big layer height adopts the form that the connecting rod all fixed in the scaffold frame pole setting from top to bottom, forms reliable triangle-shaped fixed knot structure each other with it, has guaranteed outer scaffold's stability and security.
The utility model discloses a realize above-mentioned technical purpose through following technological means.
A novel large-layer high-wall connecting piece comprises an upper connecting rod, a lower connecting rod and a connecting plate which are positioned on the same vertical plane, wherein connecting pieces with bolt holes are welded at the end parts of one ends of the upper connecting rod and the lower connecting rod, the connecting pieces are connected with a connecting shaft A at the end part of the connecting plate through bolts, and the connecting plate is fixed on a foundation surface; the other ends of the upper connecting rod and the lower connecting rod are connected with an inner upright rod of the outer scaffold system through fasteners to form a triangular supporting structure.
Further, the connecting piece is including welding a set of connecting axle B of connecting rod one end tip, welding a set of connecting axle C at connecting rod one end tip down, has all seted up the bolt hole on connecting axle B and the connecting axle C, and the interval between the connecting axle B is greater than the interval between the connecting axle C, and goes up the connecting rod and be located down the connecting rod top, and connecting axle B is located between the connecting axle C, and connecting axle A is located between the connecting axle B, and connecting axle A, connecting axle B and connecting axle C pass through bolted connection fastening.
Further, go up the connecting rod and the connecting rod structure is the same down, goes up the connecting rod and includes sleeve A, connecting rod B, and connecting rod A rear portion, connecting rod B front portion all are provided with the external screw thread, and screw thread opposite direction, and sleeve A inner wall is provided with the internal thread, and connecting rod A and connecting rod B threaded connection are at sleeve A both ends respectively.
Furthermore, the upper connecting rod, the lower connecting rod and the fastener are connected in a welding manner, and the inner vertical rod is fastened and fixed with the fastener.
Furthermore, the connecting plate is fixed on the foundation surface through embedded steel bars.
Furthermore, the inner vertical rod, the outer vertical rod, the small cross rod and the large cross rod are welded to form an outer scaffold system.
The utility model discloses following beneficial effect has:
the utility model discloses a form in the pole setting of scaffold frame is all fixed to upper and lower connecting rod, with its mutual drawknot fixed knot of triangle-shaped that forms reliably construct to avoid the scaffold frame to empty and warp, improved the stability of support body, effectively solved at the great and great outer scaffold frame position support body poor stability of outrigger height in the layer height, be difficult to realize the common fault problem of being connected with the safe and reliable of structure, have characteristics such as simple structure, convenient operation, preparation low cost, can have enough to meet the need used repeatedly many times simultaneously.
Drawings
Fig. 1 is a schematic connection diagram of the large story-height wall connecting piece of the present invention;
FIG. 2 is a schematic plane structure of a connecting plate and a connecting shaft A;
FIG. 3 is a schematic view of the upper link structure;
FIG. 4 is a schematic view of a lower link structure;
fig. 5 is a schematic plan view of the connection position of the upper connecting rod, the lower connecting rod, the connecting plate and the connecting shaft a.
In the figure: 1, embedding steel bars; 2-connecting plates; 3-connecting shaft A; 4-a bolt; 5-an upper connecting rod; 500-sleeve a; 501-connecting rod A; 502-connecting rod B; 6-lower connecting rod; 600-sleeve B; 601-connecting rod C; 602-connecting rod D; 7-inner vertical rod; 8-outer vertical rod; 9-small cross bar; 10-big cross bar; 11-a base surface; 12-connecting shaft B; 13-connecting shaft C.
Detailed Description
The invention will be further described with reference to the drawings and the following examples, but the scope of the invention is not limited thereto.
In the description of the present invention, the terms "upper", "lower", "front", "rear", and the like describe the orientation and positional relationship indicated based on the drawings of the specification, and thus, should not be construed as limiting the present invention; the use of the english letters "a" and "B" is for the convenience of distinguishing the components with the same name, and therefore should not be construed as limiting the present invention.
As shown in fig. 1 to 5, the novel wall connecting piece with large floor height comprises a pre-buried steel bar 1, a connecting plate 2, a connecting shaft A3, a bolt 4, an upper connecting rod 5, a lower connecting rod 6, an inner vertical rod 7, an outer vertical rod 8, a small cross rod 9 and a large cross rod 10.
As shown in fig. 1 and 2, the connecting plate 2 is fixed on the foundation surface 11 through the embedded steel bar 1, the connecting shaft A3 is welded at one end of the connecting plate 2, the connecting shaft A3 is obliquely arranged and provided with a bolt hole, and the width of the connecting shaft A3 is smaller than that of the connecting plate 2.
As shown in fig. 3, the upper connecting rod 5 includes a sleeve a500, a connecting rod a501, a connecting rod B502, the rear portion of the connecting rod a501 and the front portion of the connecting rod B502 are provided with external threads, the thread directions are opposite, the inner wall of the sleeve a500 is provided with internal threads, the connecting rod a501 and the connecting rod B502 are respectively in threaded connection with the two ends of the sleeve a500, the sleeve a500 is rotated to drive the connecting rod a501 and the connecting rod B502 to do telescopic movement, and the adjustment of the overall length of the upper connecting rod 5 is realized.
As shown in fig. 4, the lower connecting rod 6 comprises a sleeve B600, a connecting rod C601 and a connecting rod D602, the rear portion of the connecting rod C601 and the front portion of the connecting rod D602 are provided with external threads, the thread directions are opposite, the inner wall of the sleeve B600 is provided with internal threads, the connecting rod C601 and the connecting rod D602 are respectively in threaded connection with the two ends of the sleeve B600, the sleeve B600 is rotated to drive the connecting rod C601 and the connecting rod D602 to do telescopic movement, and the whole length of the lower connecting rod 6 is adjusted.
As shown in fig. 3, 4 and 5, a group of connecting shafts B12 are welded at one end of the upper connecting rod 5, a group of connecting shafts C13 are welded at one end of the lower connecting rod 6, bolt holes are respectively formed in the connecting shafts B12 and the connecting shafts C13, and the distance between the connecting shafts B12 is larger than that between the connecting shafts C13. The upper connecting rod 5, the lower connecting rod 6 and the connecting plate 2 are located on the same vertical plane perpendicular to the outer scaffold system, the upper connecting rod 5 is located above the lower connecting rod 6, the connecting shaft B12 is located between the connecting shafts C13, the connecting shaft A3 is located between the connecting shafts B12, bolt holes in the connecting shaft A3, the connecting shaft B12 and the connecting shaft C13 are located on the same straight line, and the connecting shaft A3, the connecting shaft B12 and the connecting shaft C13 are connected and fastened through bolts 4.
As shown in fig. 1, the other end of the upper connecting rod 5 is obliquely connected with the inner vertical rod 7 through a fastener, the other end of the lower connecting rod 6 is vertically connected with the inner vertical rod 7 through a fastener, wherein the upper connecting rod 5, the lower connecting rod 6 and the fastener are both welded, and the inner vertical rod 7 and the fastener are fastened and fixed to form a stable triangular supporting structure. The inner vertical rods 7, the outer vertical rods 8, the small cross rods 9 and the large cross rods 10 are welded to form an outer scaffold system, so that the outer scaffold and the foundation surface 11 are reliably fixed in a pulling mode.
The embodiment is a preferred embodiment of the present invention, but the present invention is not limited to the above embodiment, and any obvious improvement, replacement or modification which can be made by those skilled in the art without departing from the essence of the present invention belongs to the protection scope of the present invention.
Claims (6)
1. A novel large-layer high wall connecting piece is characterized by comprising an upper connecting rod (5), a lower connecting rod (6) and a connecting plate (2) which are positioned on the same vertical plane, wherein connecting pieces with bolt holes are welded at one end parts of the upper connecting rod (5) and the lower connecting rod (6), the connecting pieces are connected with a connecting shaft A (3) at the end part of the connecting plate (2) through bolts (4), and the connecting plate (2) is fixed on a foundation surface (11); the other ends of the upper connecting rod (5) and the lower connecting rod (6) are connected with an inner upright rod (7) of the outer scaffold system through fasteners to form a triangular supporting structure.
2. The novel large-storey high-wall connecting piece according to claim 1, wherein the connecting piece comprises a group of connecting shafts B (12) welded at one end of the upper connecting rod (5) and a group of connecting shafts C (13) welded at one end of the lower connecting rod (6), the distance between the connecting shafts B (12) is larger than the distance between the connecting shafts C (13), the upper connecting rod (5) is located above the lower connecting rod (6), the connecting shafts B (12) are located between the connecting shafts C (13), the connecting shafts A (3) are located between the connecting shafts B (12), and the connecting shafts A (3), B (12) and C (13) are connected and fastened through bolts (4).
3. The novel large-storey height wall connecting piece according to claim 1, wherein the upper connecting rod (5) and the lower connecting rod (6) are identical in structure, the upper connecting rod (5) comprises a sleeve A (500), a connecting rod A (501) and a connecting rod B (502), external threads are arranged on the rear portion of the connecting rod A (501) and the front portion of the connecting rod B (502), the thread directions are opposite, internal threads are arranged on the inner wall of the sleeve A (500), and the connecting rod A (501) and the connecting rod B (502) are respectively in threaded connection with two ends of the sleeve A (500).
4. The novel large-storey high wall connecting piece according to claim 1, wherein the upper connecting rod (5) and the lower connecting rod (6) are connected with the fastener in a welding manner, and the inner vertical rod (7) is fastened and fixed with the fastener.
5. The novel large-storey high-wall connecting piece as claimed in claim 1, wherein the connecting plate (2) is fixed on the foundation surface (11) through embedded steel bars (1).
6. A new type of high storey wall element, according to claim 1, characterised by that the inner uprights (7) are welded with the outer uprights (8), the small ledgers (9) and the large ledgers (10) to form an outer scaffolding system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222808739.8U CN218715007U (en) | 2022-10-24 | 2022-10-24 | Novel wall spare is even to big floor height |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222808739.8U CN218715007U (en) | 2022-10-24 | 2022-10-24 | Novel wall spare is even to big floor height |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218715007U true CN218715007U (en) | 2023-03-24 |
Family
ID=85589051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222808739.8U Active CN218715007U (en) | 2022-10-24 | 2022-10-24 | Novel wall spare is even to big floor height |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218715007U (en) |
-
2022
- 2022-10-24 CN CN202222808739.8U patent/CN218715007U/en active Active
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