CN219672083U - Wall connecting construction device suitable for large-span large-layer high outer scaffold - Google Patents
Wall connecting construction device suitable for large-span large-layer high outer scaffold Download PDFInfo
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- CN219672083U CN219672083U CN202320915293.0U CN202320915293U CN219672083U CN 219672083 U CN219672083 U CN 219672083U CN 202320915293 U CN202320915293 U CN 202320915293U CN 219672083 U CN219672083 U CN 219672083U
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of industrial buildings, in particular to a wall connecting construction device suitable for a large-span large-rise high outer scaffold, which comprises an embedded steel pipe positioned in a poured concrete beam, a first vertical rod drawknot piece and a second pull rod drawknot piece; the embedded steel pipe is fixedly connected with the connecting rod, the first vertical rod drawknot piece and the second vertical rod drawknot piece penetrate through the opposite-pulling screw hole of the poured concrete beam and are fixedly connected with the nut, the first vertical rod drawknot piece and the second drawknot piece end head penetrate through a vertical rod, the bottom of the vertical rod is spliced with the base, an adjustable connecting piece is fixedly arranged under the base of the vertical rod, and the adjustable connecting piece is spliced with the H-shaped steel; the outer frame tension is transmitted to the vertical rods through the steel pipes of the wall connecting pieces, the vertical rods transmit force to the upper concrete beam and the lower vertical rod base, and the lower vertical rod base transmits force to the H-shaped steel through the adjustable connecting pieces, and then the H-shaped steel transmits force to the concrete column. The whole structure of the outer scaffold is stable, the outer scaffold is not easy to shake, and the construction safety is ensured.
Description
Technical Field
The utility model relates to the technical field of industrial buildings, in particular to a wall connecting construction device suitable for a large-span large-layer high outer scaffold.
Background
The outer scaffold is a working platform which is erected to ensure that each construction process is smoothly carried out, and in the construction process of the cast-in-situ structural main body, the outer scaffold is erected to be higher than the building layer by 1500-
2000mm to guarantee the security of construction operation environment and template support system and accomplish smoothly, outer scaffold is as solitary super high support protection system, produces easily and rocks. In order to ensure the stability of the frame body, the stability of the frame body is ensured by adopting a mode of connecting the frame body with the existing structural wall and the column, and the frame body is called a wall connecting piece. The general wall connecting piece is to pre-embed the steel pipe into the concrete beam plate, and connect the scaffold with the concrete through the steel fastener pipe, strengthen the stability of outer scaffold. However, there is generally no floor slab in the building hall, and only a structural column is provided, and the external scaffold cannot be connected with the column by using a connecting piece, so that an external scaffold wall connecting structural piece needs to be designed to solve the problem of connection between the connecting piece and the column, and the external scaffold upright rod with large span and large floor height has insufficient supporting force and tension, so that danger is easy to occur.
Disclosure of Invention
The utility model aims to solve the problems that in the prior art, building halls and other areas generally have no floor slab and only have structural columns, the external scaffold of the area cannot be connected with the columns by using connecting pieces, and the external scaffold upright posts with large span and large floor height have insufficient supporting force and tension so as to easily generate danger. Thereby providing a wall connecting construction device suitable for the large-span large-rise outer scaffold.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the wall connecting construction device suitable for the large-span large-rise high outer scaffold comprises an embedded steel pipe positioned in a poured concrete beam, a first vertical rod drawknot piece and a second vertical rod drawknot piece; the embedded steel pipe is fixedly connected with the connecting rod, the first vertical rod drawknot member penetrates through the opposite-pulling screw hole of the poured concrete beam to be fixedly connected with the nut, the second vertical rod drawknot member penetrates through the opposite-pulling screw hole of the poured concrete beam to be fixedly connected with the nut, the first vertical rod drawknot member and the second vertical rod drawknot member are arranged in parallel up and down, vertical rods are penetrated through the ends of the first vertical rod drawknot member and the second drawknot member, the bottom of the vertical rod is spliced with the base, an adjustable connecting member is fixedly installed below the base of the vertical rod, and the adjustable connecting member is spliced with H-shaped steel; the wall connecting device is characterized in that a wall connecting piece is fixedly arranged on the vertical rod, a horizontal connecting pipe is fixedly arranged below the wall connecting piece, an outer scaffold vertical rod is fixedly arranged on one side of the wall connecting piece, an outer scaffold transverse horizontal rod is fixedly arranged on the outer scaffold vertical rod, an outer scaffold longitudinal horizontal rod is fixedly arranged below the outer scaffold transverse horizontal rod, and the bottom end of the outer scaffold vertical rod is spliced with the base.
Preferably, the ends of the first vertical pole drawknot member and the second vertical pole drawknot member are steel members with inner circles and outer squares.
Preferably, the pole setting jack of interior round outside is fixedly provided with to pole setting base upper end, pole setting jack outside symmetry fixed welding has the rectangle pterygoid lamina, pole setting base bottom mounting is provided with square steel sheet.
Preferably, the rectangular wing plate is provided with a base bolt hole.
Preferably, the adjustable connecting piece comprises a connecting plate, an outer screw rod, an inner screw rod, an adjustable fastening circular ring and a 360-degree adjustable socket; the connecting plate fixed mounting is in the outer lead screw bottom of adjustable connecting piece, interior lead screw passes through internal and external screw thread cooperation installation with outer lead screw, interior lead screw top is provided with 360 degrees adjustable socket, 360 degrees adjustable socket one side is provided with the regulation fastening ring.
Preferably, the connecting plate is provided with a bolt hole.
Compared with the prior art, the utility model has the beneficial effects that:
1. the utility model has simple force transmission path, the steel pipe of the wall connecting piece transmits the tension of the outer frame to the upright post, the upright post transmits the force to the upper concrete beam and the lower upright post base, the lower upright post base transmits the force to the H-shaped steel through the adjustable connecting piece, and the H-shaped steel transmits the force to the concrete column; the whole structure of the outer scaffold is stable, the outer scaffold is not easy to shake, and the construction safety is ensured.
2. The upper part of the upright post base is made of steel materials with inner circle and outer square, and the inner part is used as an upright post jack. The outside is welded with symmetrical rectangular wing plates, bolt holes are reserved on the rectangular wing plates for subsequent bolt connection; the lower part of the upright post base is provided with a square steel plate for manufacturing the base, so that the stability of the upright post base is improved. The strength of the whole structure is ensured.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model. In the drawings:
FIG. 1 is a front view of the present utility model;
fig. 2 is a schematic view of the structure of the connector of the present utility model:
FIG. 3 is a front view of the base of the present utility model;
fig. 4 is a schematic view of the end of the pole drawknot of the present utility model.
In the figure: the concrete beam is poured 1, the steel piece is pre-buried 2, the first vertical pole drawknot piece is 3, the second vertical pole drawknot piece is 4, the nut is 5, the vertical pole is 6, the wall connecting piece is 7, the horizontal steel pipe is 8, the horizontal pole of the outer scaffold is 9, the vertical horizontal pole of the outer scaffold is 10, the vertical pole of the outer scaffold is 11, the adjustable connecting piece is 12, the 13H-shaped steel is 13, and the base is 14. 15 connecting rods, 121 bolt holes, 122 connecting plates, 123 outer screw rods, 124 inner screw rods, 125 fastening circular rings, 126 direction-adjustable rotary sockets, 141 base bolt holes, 142 upright rod insertion holes, 143 rectangular wing plates, 144 upright rod bases and 31 upright rod drawknot piece ends.
Detailed Description
It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other.
In order that those skilled in the art will better understand the present utility model, a technical solution in the embodiments of the present utility model will be clearly and completely described below, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, shall fall within the scope of the present utility model.
As shown in fig. 1-4, a wall connecting construction device suitable for a large-span large-rise high external scaffold comprises an embedded steel pipe 2 positioned in a poured concrete beam 1, a first vertical rod drawknot member 3 and a second vertical rod drawknot member 4; the embedded steel pipe 2 is fixedly connected with the connecting rod 15, the first vertical rod drawknot member 3 penetrates through the opposite-pulling screw hole of the poured concrete beam 1 to be fixedly connected with the nut 5, the second vertical rod drawknot member 4 penetrates through the opposite-pulling screw hole of the poured concrete beam 1 to be fixedly connected with the nut 5, the first vertical rod drawknot member 3 and the second vertical rod drawknot member 4 are arranged in parallel up and down, the ends of the first vertical rod drawknot member 3 and the second drawknot member 4 penetrate through to be provided with a vertical rod 6, the bottom of the vertical rod 6 is spliced with the base 14, an adjustable connecting member 12 is fixedly installed below the base 14, and the adjustable connecting member 12 is spliced with the H-shaped steel 13; the vertical rod 6 is fixedly provided with a wall connecting piece 7, a horizontal connecting pipe 8 is fixedly arranged below the wall connecting piece 7, an outer scaffold vertical rod 11 is fixedly arranged on one side of the wall connecting piece 7, an outer scaffold transverse horizontal rod 9 is fixedly arranged on the outer scaffold vertical rod 11, an outer scaffold longitudinal horizontal rod 10 is fixedly arranged below the outer scaffold transverse horizontal rod 9, and the bottom end of the outer scaffold vertical rod 11 is spliced with a base 14.
Preferably, the ends of the first pole setting drawknot member 3 and the second pole setting drawknot member 4 are steel members with inner circles and outer squares, so that the pole setting 6 can be better fixed, left and right shaking of the pole setting 6 is prevented, and the concrete beam 1 and the pole setting 6 can be firmly fixed together.
Preferably, the upper end of the base of the upright rod 6 is fixedly provided with an upright rod jack 142 with an inner circle and an outer square, rectangular wing plates 143 are symmetrically and fixedly welded on the outer side of the upright rod jack 142, and the bottom end of the base of the upright rod 6 is fixedly provided with a square steel plate. The bottom of the upright pole 6 can be fixed by inserting the bottom end of the upright pole 6 into a socket of the base 14. The bottom end of the base 14 is provided with square steel plates, so that the stability of the base 14 can be improved.
Preferably, the rectangular wing plate 143 is provided with a base bolt hole 141, and the connecting plate 122 of the adjustable connecting piece 12 is fixedly connected with the rectangular wing plate 143 of the base 14 for use, so that the disassembly and maintenance are convenient.
Preferably, the adjustable connector 12 includes a connecting plate 122, an outer screw 123, an inner screw 124, an adjustable fastening ring 125, and a 360 degree adjustable socket 126; the connecting plate 122 is fixedly arranged at the bottom of the outer screw rod 123 of the adjustable connecting piece 12, the inner screw rod 124 and the outer screw rod 123 are arranged in a matched mode through internal and external threads, a 360-degree adjustable socket 126 is arranged at the top end of the inner screw rod 124, and an adjusting and fastening circular ring 125 is arranged on one side of the 360-degree adjustable socket 126. After the length of the adjustable connecting piece 12 is adjusted by screwing the inner and outer screw rods, the socket 126 is rotated in 360-degree adjustable direction, so that the direction of the socket is vertically downward, and the socket is inserted into the H-shaped steel 13; the tightening ring 125 is screwed to be tightly attached to the 360-degree direction-adjustable rotary socket 126, so that the 360-degree direction-adjustable rotary socket 126 is fixed and prevented from moving back and forth; the stability is increased.
Preferably, the connecting plate 122 is provided with a bolt hole 121. The adjustable connecting piece 12 is conveniently detached from the base of the upright 6.
The working principle of the utility model is as follows; the utility model provides a be applicable to large-span large-rise high external scaffold frame and link wall constructional device, at first will pre-buried steel pipe 2 and connecting rod 15 fixed connection, then say that first pole setting drawknot piece 2 and second pole setting drawknot piece 3 pass through behind the concrete beam 1 with nut 5 fixed, then run through first pole setting drawknot piece 2 and second pole setting drawknot piece 3 with pole setting 6, bottom H shaped steel 13, fixed to the concrete column, insert the base 14 jack with pole setting 6 after, connect base 14 with adjustable connecting piece 12 with the nut. The adjustable connecting piece 12 is connected with the H-shaped steel 13, the fastening ring 125 is screwed, the wall connecting piece 7, the horizontal connecting pipe 8 and the vertical rod 6 are fixedly connected through a conventional buckle lock, the horizontal rod of the outer scaffold 9 and the vertical horizontal rod of the outer scaffold 10 are arranged on the vertical rod 11 of the outer scaffold, and meanwhile, the base 14 is arranged at the bottom of the outer scaffold 11, so that the overall stability of the structure is maintained.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (6)
1. The utility model provides a be applicable to large-span large-rise high external scaffold frame and link wall constructional device, includes pre-buried steel pipe (2) that are arranged in pouring concrete beam (1), first pole setting drawknot piece (3), second pole setting drawknot piece (4), its characterized in that; the embedded steel pipe (2) is fixedly connected with the connecting rod (15), the first vertical rod drawknot member (3) penetrates through the opposite-pulling screw hole of the poured concrete beam (1) and the nut (5) to be fixedly connected, the second vertical rod drawknot member (4) penetrates through the opposite-pulling screw hole of the poured concrete beam (1) and the nut (5) to be fixedly connected, the first vertical rod drawknot member (3) and the second vertical rod drawknot member (4) are arranged in an up-down parallel manner, vertical rods (6) are penetrated through the ends of the first vertical rod drawknot member (3) and the second vertical rod drawknot member (4), the bottom of the vertical rod (6) is spliced with the base, an adjustable connecting member (12) is fixedly installed below the base (14), and the adjustable connecting member (12) is spliced with the H-shaped steel (13); the vertical rod (6) is fixedly provided with a wall connecting piece (7), a horizontal connecting pipe (8) is fixedly installed below the wall connecting piece (7), an outer scaffold vertical rod (11) is fixedly installed on one side of the wall connecting piece (7), an outer scaffold transverse horizontal rod (9) is fixedly installed on the outer scaffold vertical rod (11), an outer scaffold longitudinal horizontal rod (10) is fixedly installed below the outer scaffold transverse horizontal rod (9), and the bottom end of the outer scaffold vertical rod (11) is spliced with a base (14).
2. The wall-connecting construction device for a large-span and large-rise external scaffold according to claim 1, wherein the wall-connecting construction device comprises a frame and a plurality of outer scaffold frames; the ends of the first vertical rod drawknot piece (3) and the second vertical rod drawknot piece (4) are steel pieces with inner circles and outer squares.
3. The wall-connecting construction device for a large-span and large-rise external scaffold according to claim 1, wherein the wall-connecting construction device comprises a frame and a plurality of outer scaffold frames; the novel vertical rod type solar cell module is characterized in that vertical rod insertion holes (142) are fixedly formed in the upper end of the base (14), rectangular wing plates (143) are symmetrically and fixedly welded on the outer sides of the vertical rod insertion holes (142), and square steel plates are fixedly arranged at the bottom end of the base (14).
4. A wall construction apparatus for a large-span, large-rise external scaffold according to claim 3, wherein; and the rectangular wing plate (143) is provided with a base bolt hole (141).
5. The wall-connecting construction device for a large-span and large-rise external scaffold according to claim 1, wherein the wall-connecting construction device comprises a frame and a plurality of outer scaffold frames; the adjustable connecting piece (12) comprises a connecting plate (122), an outer screw rod (123), an inner screw rod (124), an adjustable fastening ring (125) and a 360-degree adjustable socket (126); the connecting plate (122) is fixedly arranged at the bottom of an outer screw rod (123) of the adjustable connecting piece (12), the inner screw rod (124) and the outer screw rod (123) are arranged in a matched mode through internal and external threads, a 360-degree adjustable socket (126) is arranged at the top end of the inner screw rod (124), and an adjusting and fastening circular ring (125) is arranged on one side of the 360-degree adjustable socket (126).
6. The wall-connecting construction device for a large-span and large-rise external scaffold according to claim 5, wherein the wall-connecting construction device comprises a plurality of outer scaffold frames; bolt holes (121) are formed in the connecting plates (122).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320915293.0U CN219672083U (en) | 2023-04-21 | 2023-04-21 | Wall connecting construction device suitable for large-span large-layer high outer scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320915293.0U CN219672083U (en) | 2023-04-21 | 2023-04-21 | Wall connecting construction device suitable for large-span large-layer high outer scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219672083U true CN219672083U (en) | 2023-09-12 |
Family
ID=87894882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320915293.0U Active CN219672083U (en) | 2023-04-21 | 2023-04-21 | Wall connecting construction device suitable for large-span large-layer high outer scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219672083U (en) |
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2023
- 2023-04-21 CN CN202320915293.0U patent/CN219672083U/en active Active
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