CN217028024U - High-rise embracing column wall connecting piece - Google Patents
High-rise embracing column wall connecting piece Download PDFInfo
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- CN217028024U CN217028024U CN202220510416.8U CN202220510416U CN217028024U CN 217028024 U CN217028024 U CN 217028024U CN 202220510416 U CN202220510416 U CN 202220510416U CN 217028024 U CN217028024 U CN 217028024U
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Abstract
The utility model discloses a high-rise holding column wall connecting piece and relates to the technical field of building construction. Including outer pole setting of outer scaffold and frame post, all arrange the setting around the outer pole setting of outer scaffold, the right flank corresponding position of the outer pole setting of outer scaffold all is provided with the interior pole setting of outer scaffold, the outer pole setting right flank of outer scaffold is followed supreme outer big horizontal pole of evenly having outer scaffold in proper order down, the supreme big horizontal pole in the outer scaffold that evenly has set gradually is followed to the left surface of pole setting in the outer scaffold down, follow supreme little horizontal pole of outer scaffold that evenly has set gradually down between the pole setting in outer pole setting of outer scaffold and the outer scaffold in the pole setting, the left surface of frame post is provided with horizontal pole in the thick pillar. The utility model solves the problem that the wall connecting piece of the outer scaffold between the large-storey and high-rise floors of the building can not be arranged, improves the integral stability of the outer scaffold, ensures the safety performance of the erection of the outer scaffold, and has important significance for the safety and standardized construction of building projects.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a high-rise embracing column wall connecting piece.
Background
Scaffolds are mostly required to be erected in building construction, wherein the scaffolds are working platforms erected for ensuring the smooth proceeding of each construction process, and are divided into outer scaffolds and inner scaffolds according to the erected positions; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form.
Among the prior art, there is the great floor of floor height in the construction inevitable, when carrying out the floor type scaffold and setting up, can have between certain great floor height and the frame post even wall spare and outer scaffold's tie point less, lead to outer scaffold overall stability relatively poor, have the risk of toppling, the safety in utilization degree is not high.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects of the prior art, the utility model provides a high-rise holding column wall connecting piece to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a high-rise derrick wall connecting piece comprises an outer scaffold outer vertical rod and a frame column, wherein the outer scaffold outer vertical rod is arranged in the front and the back, outer scaffold inner vertical rods are arranged at corresponding positions on the right side surface of the outer scaffold outer vertical rod, outer scaffold outer large cross rods are uniformly arranged on the right side surface of the outer scaffold outer vertical rod from bottom to top, outer scaffold inner large cross rods are uniformly arranged on the left side surface of the outer scaffold inner vertical rod from bottom to top, outer scaffold small cross rods are uniformly arranged between the outer scaffold outer vertical rod and the outer scaffold inner vertical rod from bottom to top, derrick inner cross rods are arranged on the left side surface of the frame column, derrick outer cross rods are arranged on the right side surface of the frame column, derrick longitudinal rods are arranged on the front and back side surfaces of the front and back frame columns, and are connected with the outer scaffold inner large cross rods and the outer scaffold outer large cross rods, the upper surface of embrace post vertical pole is located all to be provided with horizontal down tube around the frame post side, and horizontal down tube embrace in the post horizontal pole, outer scaffold in the horizontal pole and the outer horizontal pole of scaffold is connected with outer big horizontal pole, be provided with reinforcing mechanism in outer scaffold outer pole setting and the outer scaffold in the pole setting.
This technical scheme is further optimized, the interval is 1800mm between outer pole setting of outer scaffold and the interior pole setting of outer scaffold, the distance is 250mm between the left surface of the interior right flank of pole setting of outer scaffold and frame post.
Further optimize this technical scheme, outer scaffold frame outer big horizontal pole, outer scaffold frame in big horizontal pole and outer scaffold frame little horizontal pole set up according to ground 200mm as the pole of sweeping the ground, and the outer big horizontal pole of outer scaffold frame and the upward interval of every step of big horizontal pole in the outer scaffold frame are 1800mm, outer scaffold frame little horizontal pole is upwards every step interval to be 1500 mm.
Further optimizing the technical scheme, the distance between the upper and lower adjacent horizontal diagonal rods is 2m-3m, and the included angle between the horizontal diagonal rods and the outer large cross rod of the outer scaffold is 30-60 degrees.
Further optimize this technical scheme, strengthening mechanism includes horizon bar and connecting rod, the horizon bar sets up in outer scaffold frame outer pole setting and outer scaffold frame inner pole setting on, the horizon bar is fixed with the connecting rod interconnect, strengthening mechanism is about on the interval according to 3m-3.5m from top to bottom.
Further optimize this technical scheme, the connecting rod is pre-buried on the frame post.
Further optimize this technical scheme, outer scaffold frame outer pole setting, outer scaffold frame inner pole setting, outer scaffold frame outer large horizontal pole, outer scaffold frame inner large horizontal pole, outer scaffold frame small horizontal pole, embrace the post in the horizontal pole, embrace the outer horizontal pole of post, embrace the post vertical pole, horizontal down tube and strengthen and adopt right angle fastener or rotatory fastener to consolidate between the mechanism.
Compared with the prior art, the utility model provides a high-rise pillar wall connecting piece, which has the following beneficial effects:
this high-rise embracing post is wall spare even, through setting up horizontal down tube, and according to the parameter of two steps one establishing, horizontal pole in with embracing post, outer scaffold frame outer big horizontal pole and outer scaffold frame in big horizontal pole carry out the drawknot, the problem that outer scaffold frame's even wall spare can't set up between the big high-rise floor of building has been solved, improve outer scaffold frame overall stability, ensure the security performance that outer scaffold frame set up, and construction convenience, safety and cheap, have important meaning to building project safety and standardized construction.
Drawings
Fig. 1 is a schematic structural view of a high-rise pillar wall connecting piece provided by the utility model;
fig. 2 is a top view of a high-rise pillar wall connecting piece provided by the utility model;
fig. 3 is an enlarged view of a portion a in fig. 1 of a high-rise high embracing pillar wall connecting member according to the present invention;
fig. 4 is an enlarged view of a portion B in fig. 1 of a high-rise high embracing pillar wall connecting member according to the present invention;
fig. 5 is a schematic flow chart of a setting method of the high-rise embracing column wall connecting piece provided by the utility model.
In the figure: 1. an outer upright rod of the outer scaffold; 2. a frame column; 3. an inner upright rod of the outer scaffold; 4. an outer big cross bar of the outer scaffold; 5. an outer scaffold inner large cross bar; 6. a small cross bar of the outer scaffold; 7. an inner cross bar of the holding column; 8. an outer pole of the embracing column; 9. a pole embracing longitudinal rod; 10. a horizontal diagonal bar; 11. a reinforcing mechanism; 111. a horizontal bar; 112. a connecting rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, the utility model discloses a high-rise derrick wall connecting piece, which comprises outer scaffold outer vertical rods 1 and frame columns 2, wherein the outer scaffold outer vertical rods 1 are arranged in a front-back manner, outer scaffold inner vertical rods 3 are arranged at corresponding positions on the right side surfaces of the outer scaffold outer vertical rods 1, outer scaffold outer large cross rods 4 are uniformly arranged on the right side surfaces of the outer scaffold outer vertical rods 1 from bottom to top, outer scaffold inner large cross rods 5 are uniformly arranged on the left side surfaces of the outer scaffold inner vertical rods 3 from bottom to top, outer scaffold small cross rods 6 are uniformly arranged between the outer scaffold outer vertical rods 1 and the outer scaffold inner vertical rods 3 from bottom to top, derrick inner cross rods 7 are arranged on the left side surfaces of the frame columns 2, derrick outer cross rods 8 are arranged on the right side surfaces of the frame columns 2, and derrick longitudinal rods 9 are arranged on the front and back side surfaces of the frame columns 2, embrace post vertical pole 9 and outer scaffold frame in the big horizontal pole 5 and outer scaffold frame outer big horizontal pole 4 is connected, the upper surface of embracing post vertical pole 9 is located frame post 2 front and back sides and all is provided with horizontal down tube 10, and horizontal down tube 10 embraces in the post in horizontal pole 7, the outer scaffold frame in the big horizontal pole 5 and outer scaffold frame outer big horizontal pole 4 is connected, be provided with reinforcing mechanism 11 in outer scaffold frame outer pole setting 1 and the outer scaffold frame in the pole setting 3.
Specifically, the interval is 1800mm between outer pole setting 1 of outer scaffold and the interior pole setting 3 of outer scaffold, the distance is 250mm between the left surface of the interior right flank of pole setting 3 of outer scaffold and frame post 2.
In this embodiment, have certain span between outer scaffold frame outer pole setting 1 and the outer scaffold frame inner pole setting 3, and have certain width between outer scaffold frame inner pole setting 3 and the frame post 2, make this scaffold frame place more stably, be convenient for trample the use.
Specifically, the outer big horizontal pole 4 of outer scaffold, the outer big horizontal pole 5 of outer scaffold and the little horizontal pole 6 of outer scaffold set up as the pole of sweeping the ground according to ground 200mm, and the outer big horizontal pole 4 of outer scaffold and the interval of 5 upwards every step of big horizontal pole in the outer scaffold are 1800mm, the interval of 6 upwards every step of little horizontal pole of outer scaffold is 1500 mm.
In this embodiment, the outer scaffold of outer big horizontal pole 4, outer scaffold in big horizontal pole 5 and outer scaffold little horizontal pole 6 make outer scaffold in pole setting 1 and outer scaffold between pole setting 3 more stable, make structural strength big between this scaffold.
Specifically, the distance between the upper and lower adjacent horizontal inclined rods 10 is 2m-3m, and the included angle between the horizontal inclined rods 10 and the outer large cross rod 4 of the outer scaffold is 30-60 degrees.
In this embodiment, the horizontal diagonal rod 10 makes the scaffold stressed more uniformly, and has high strength and difficult overturning.
Specifically, the reinforcing mechanism 11 comprises a horizontal rod 111 and a connecting rod 112, the horizontal rod 111 is arranged on the outer vertical rod 1 of the outer scaffold and the inner vertical rod 3 of the outer scaffold, the horizontal rod 111 and the connecting rod 112 are connected and fixed with each other, and the distance between the upper part and the lower part of the reinforcing mechanism 11 is about 3m-3.5 m.
In this embodiment, the horizontal rod 111 is connected to the connecting rod 112, and the horizontal rod 111 is connected to the outer vertical rod 1 of the outer scaffold and the inner vertical rod 3 of the outer scaffold, so as to further enhance the strength of the scaffold.
Specifically, the connecting rod 112 is embedded in the frame column 2.
In this embodiment, the connecting rod 112 is firmly fixed to the frame post 2, so that the connecting rod 112 can be easily mounted.
Specifically, adopt right angle fastener or rotatory fastener to consolidate between outer scaffold frame outer pole setting 1, outer scaffold frame inner pole setting 3, outer scaffold frame outer cross bar 4, outer scaffold frame inner cross bar 5, outer scaffold frame little horizontal pole 6, embracing post inner cross bar 7, embracing post outer cross bar 8, embracing post vertical pole 9, horizontal down tube 10 and the strengthening mechanism 11.
In this embodiment, right angle fastener or rotatory fastener make outer scaffold frame outer pole setting 1, outer scaffold frame inner pole setting 3, outer scaffold frame outer beam 4, outer scaffold frame inner beam 5, outer scaffold frame little horizontal pole 6, embrace post inner beam 7, embrace post outer beam 8, embrace post vertical pole 9, horizontal down tube 10 and strengthen and construct mutual drawknot between 11 to constitute a scaffold frame that has eight characters embrace post and link wall spare.
A method for setting a high-rise column-in-pillar wall connecting piece comprises the following steps:
s1, erecting a floor type external scaffold: according to the parameters of the external scaffold, the inner upright stanchions 3 of the external scaffold are arranged uniformly from the front to the back at a distance of 250mm from the edge of a building, then the distance from the left side surfaces of the inner upright stanchions 3 of the external scaffold to the right side surfaces of the outer upright stanchions 1 of the external scaffold is 1800mm, the small cross rods 6 of the external scaffold, the inner large cross rods 5 of the external scaffold and the outer large cross rods 4 of the external scaffold are used as ground sweeping rods according to the ground 200mmn, the distance between each step of the inner large cross rods 5 of the external scaffold and the outer large cross rods 4 of the external scaffold is 1800mm, and the distance between each step of the small cross rods 6 of the external scaffold is 1500 mm;
s2, setting the conventional wall connecting pieces at the positions of the boundary beams of the upper and lower floors: according to the arrangement parameters of every two spans of the wall connecting piece, when concrete is poured in the outer boundary beam of the building along with the floors, short steel pipes with the length of 600mm are buried as the connecting points of the wall connecting piece, namely connecting rods 112, the connecting rods 112 are exposed out of the plate surface by 300mm, the connecting rods 112 are tied with horizontal rods 111, and the outer scaffold inner upright rods 3 are tied with the connecting points transversely by the transverse horizontal rods 111;
s3, arranging a splayed holding column wall connecting piece between floors: the outer scaffold of rise roughly two steps of position at big floor height boundary beam and start setting up, the arrangement parameter of per two steps sets up outer horizontal pole 8 of embracing post, horizontal pole 7 and embrace post vertical pole 9 in the embracing post, be connected big horizontal pole 5 in with outer scaffold and the outer big horizontal pole 4 of outer scaffold with embrace post vertical pole 9, if satisfy the requirement that sets up of "eight characters embrace post even wall spare", set up horizontal down tube 10 on embracing post vertical pole 9, horizontal pole 7 in horizontal down tube 10 and the embracing post, big horizontal pole 5 in the outer scaffold, outer scaffold is outer big horizontal pole 4 and is drawed knot, ensure that the contained angle of horizontal down tube 10 and the outer big horizontal pole 4 of outer scaffold is between 30-60, the eight characters embrace post of whole outer scaffold even wall spare sets up and finishes.
The utility model has the beneficial effects that: according to the parameters of the outer scaffold, the inner upright stanchions 3 of the outer scaffold are evenly arranged from the front to the back at a distance of 250mm from the edge of the building, then the distance from the left side surfaces of the inner upright stanchions 3 of the outer scaffold to the right side surfaces of the outer upright stanchions 1 of the outer scaffold is 1800mm, the small cross bars 6 of the outer scaffold, the inner large cross bars 5 of the outer scaffold and the outer large cross bars 4 of the outer scaffold are used as ground sweeping bars according to 200mmn, the distance between each step of the inner large cross bars 5 of the outer scaffold and the outer large cross bars 4 of the outer scaffold is 1800mm, the distance between each step of the small cross bars 6 of the outer scaffold is 1500mm, according to the arrangement parameters of each two spans of the wall connecting piece, short steel pipes with the length of 600mm are embedded as the connecting points of the wall connecting piece when concrete is poured along with floors in the outer edge beams of the building, namely the connecting rods 112, the connecting rods 112 are exposed with the plate surfaces of 300mm, the connecting rods 112 are tied with the horizontal rods 111, the outer upright stanchions 3 and the outer scaffold inner upright stanchions 3 of the connecting points are transversely tied by the transverse horizontal rods 111, the method is characterized in that the outer scaffold is started to be arranged at two steps of positions of a side beam of a large-storey high-rise building, an outer column cross rod 8, an inner column cross rod 7 and an inner column vertical rod 9 are arranged in each two steps of arrangement parameters, the inner column cross rod 5 and the outer scaffold outer cross rod 4 of the outer scaffold are connected with the inner column cross rod 9 of the outer scaffold, if the arrangement requirements of a splayed column wall connecting piece are met, a horizontal inclined rod 10 is arranged on the inner column cross rod 9, the horizontal inclined rod 10, the inner column cross rod 7 of the outer scaffold, the inner large cross rod 5 of the outer scaffold and the outer large cross rod 4 of the outer scaffold are tied, the included angle between the horizontal inclined rod 10 and the outer scaffold outer large cross rod 4 is ensured to be between 30 degrees and 60 degrees, the splayed column wall connecting piece of the whole outer scaffold is completely arranged, the problem that the wall connecting piece of the outer scaffold between the large-storey high-storey buildings cannot be arranged is solved, the integral stability of the outer scaffold is improved, and the safety performance of the outer scaffold is ensured, and the construction is convenient, safe and cheap, and has important significance for the safe and standardized construction of building projects.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a high-rise embracing post is wall spare even, includes outer pole setting (1) and frame post (2) of outer scaffold, its characterized in that: the outer vertical rod (1) of the outer scaffold is arranged in the front and at the back, the outer vertical rod (1) of the outer scaffold is arranged in the outer scaffold at the corresponding position of the right side surface of the outer vertical rod (1) of the outer scaffold, the outer large cross rod (4) of the outer scaffold is sequentially and uniformly arranged on the right side surface of the outer vertical rod (1) of the outer scaffold from the lower part to the upper part, the inner large cross rod (5) of the outer scaffold is sequentially and uniformly arranged on the left side surface of the inner vertical rod (3) of the outer scaffold from the lower part to the upper part, the small cross rod (6) of the outer scaffold is sequentially and uniformly arranged between the outer vertical rod (1) of the outer scaffold and the inner vertical rod (3) of the outer scaffold from the lower part to the upper part, the inner cross rod (7) of the holding column is provided with the inner cross rod (7) of the holding column, the inner cross rod (7) of the holding column and the outer cross rod (8) of the holding column are respectively provided with the vertical rods (9) of the holding column on the front and back sides of the frame column (2), embrace post vertical pole (9) and outer scaffold frame in big horizontal pole (5) and outer scaffold frame outer big horizontal pole (4) be connected, the upper surface of embracing post vertical pole (9) is located frame post (2) front and back side and all is provided with horizontal down tube (10), and horizontal down tube (7) in horizontal pole (10) the embracing post, outer scaffold frame in big horizontal pole (5) and outer scaffold frame outer big horizontal pole (4) be connected, be provided with on pole setting (3) in outer scaffold frame outer pole setting (1) and the outer scaffold frame reinforcing mechanism (11).
2. The high rise high embracing column wall connecting member according to claim 1, wherein the distance between the outer upright (1) of the outer scaffold and the inner upright (3) of the outer scaffold is 1800mm, and the distance between the right side surface of the inner upright (3) of the outer scaffold and the left side surface of the frame column (2) is 250 mm.
3. The high-rise embracing column wall connecting piece according to claim 1, wherein the outer large cross rod (4) of the outer scaffold, the inner large cross rod (5) of the outer scaffold and the small cross rod (6) of the outer scaffold are arranged as ground sweeping rods according to 200mm of the ground, the distance between each step of the outer large cross rod (4) of the outer scaffold and each step of the inner large cross rod (5) of the outer scaffold is 1800mm, and the distance between each step of the upward large cross rod (6) of the outer scaffold is 1500 mm.
4. The high-rise embracing column wall connecting piece according to claim 1, wherein the distance between the upper adjacent horizontal oblique rods (10) and the lower adjacent horizontal oblique rods is 2m-3m, and the included angle between each horizontal oblique rod (10) and the outer large cross rod (4) of the outer scaffold is 30-60 degrees.
5. The high-rise embracing column wall connecting member according to claim 1, wherein the reinforcing mechanism (11) comprises a horizontal rod (111) and a connecting rod (112), the horizontal rod (111) is arranged on the outer vertical rod (1) of the outer scaffold and the inner vertical rod (3) of the outer scaffold, the horizontal rod (111) and the connecting rod (112) are fixedly connected with each other, and the distance between the upper part and the lower part of the reinforcing mechanism (11) is about 3m-3.5 m.
6. The high-rise embracing column wall connecting piece according to claim 5, wherein the connecting rod (112) is embedded in the frame column (2).
7. The high-rise derrick wall connecting piece as claimed in claim 1, wherein right-angle fasteners or rotary fasteners are adopted for reinforcement among the outer scaffold outer vertical rod (1), the outer scaffold inner vertical rod (3), the outer scaffold outer large cross rod (4), the outer scaffold inner large cross rod (5), the outer scaffold small cross rod (6), the derrick inner cross rod (7), the derrick outer cross rod (8), the derrick longitudinal rod (9), the horizontal inclined rod (10) and the reinforcing mechanism (11).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202220510416.8U CN217028024U (en) | 2022-03-08 | 2022-03-08 | High-rise embracing column wall connecting piece |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202220510416.8U CN217028024U (en) | 2022-03-08 | 2022-03-08 | High-rise embracing column wall connecting piece |
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| CN217028024U true CN217028024U (en) | 2022-07-22 |
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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 |
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- 2022-03-08 CN CN202220510416.8U patent/CN217028024U/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 |
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