CN215484536U - New-type cantilever beam bearing frame - Google Patents

New-type cantilever beam bearing frame Download PDF

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Publication number
CN215484536U
CN215484536U CN202121238362.6U CN202121238362U CN215484536U CN 215484536 U CN215484536 U CN 215484536U CN 202121238362 U CN202121238362 U CN 202121238362U CN 215484536 U CN215484536 U CN 215484536U
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embedded part
cantilever beam
threaded rod
mount pad
bearing frame
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CN202121238362.6U
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李然
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Handan Aorong Fastener Manufacturing Co ltd
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Individual
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Abstract

The utility model discloses a novel cantilever beam bearing frame which comprises a structural embedded part and an I-shaped cantilever beam, wherein the structural embedded part comprises a first structural embedded part and a second structural embedded part; the welding of the left surface of I-shaped cantilever beam has the base, both ends all are equipped with the second structure built-in fitting around the completion of base, the lower surface of I-shaped cantilever beam is equipped with the otic placode, this new-type cantilever beam load frame, the installation construction is more convenient, it is little to the wall body damage after the construction is accomplished to demolish, and the mounting means is various, adopt simultaneously can dismantle and firm outer scaffold steel pipe pole setting seat, make outer scaffold steel pipe pole setting seat used repeatedly, economy has been improved, through the second mount pad, sleeve and locating hole can carry out the overlap joint to external scaffold steel pipe and fix, the mounted position of first mount pad and second mount pad can be adjusted according to specific use scene, the setting up of support floor has improved structural stability.

Description

New-type cantilever beam bearing frame
Technical Field
The utility model relates to the technical field of cantilever bearing frames, in particular to a novel cantilever beam bearing frame.
Background
A traditional multi-layer or high-rise building external scaffold is mainly constructed by adopting a single-layer overhanging or multi-layer overhanging method, I-shaped steel is placed on a concrete floor, the ratio of the length of a fixed end of the I-shaped steel to the overhanging end extending out of the floor is not less than 1.25 times, a sleeve needs to be pre-embedded in advance on the floor, and the I-shaped steel is anchored on the floor through a U-shaped hoop. Adopting a construction method of steel wire rope unloading, and connecting the upper parts of the beam ends by phi 20 steel bars; a short steel bar head or a short circular tube is directly welded on the overhanging steel beam (profile steel), and the welding position is the fixing position of the upright rod of the outer scaffold. The upright stanchion of the steel pipe of the external scaffold is positioned on a short steel bar head or a short round pipe welded with an overhanging steel beam (section steel). Traditional shaped steel scaffold frame of encorbelmenting adopts wire rope as the soft drawknot of diagonal draw, and shaped steel anchor section need pass the building outer wall and go deep into the structural slab, and the corner position need pass the corner post moreover.
Traditional cantilever beam bearing frame when installation operation is inconvenient, and the construction is loaded down with trivial details, because current cantilever beam bearing frame mostly adopts wire rope as the soft drawknot of diagonal tension, its mounted position is more restricted when using, simultaneously, cantilever beam bearing frame among the prior art when using, outer scaffold steel pipe pole setting seat is the beading on the girder steel of encorbelmenting mostly, can't carry out position control, has a great deal of inconvenience during the construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the technical problems in the prior art, provides a novel cantilever beam bearing frame which is convenient to install and construct, has small damage to a wall body after the construction is finished and the cantilever beam bearing frame is detached, has various installation modes, and simultaneously adopts a detachable and firm outer scaffold steel pipe vertical rod seat, so that the outer scaffold steel pipe vertical rod seat can be repeatedly used, and the problems in the background technology can be effectively solved.
In order to achieve the purpose, the utility model provides the following technical scheme: a novel cantilever beam bearing frame comprises a structural embedded part and an I-shaped cantilever beam, wherein the structural embedded part comprises a first structural embedded part and a second structural embedded part; the left side welding of I-shaped suspension beam has the base, and both ends all are equipped with the embedded part of second structure around the completion of base, and the lower surface of I-shaped suspension beam is equipped with the otic placode, and eight are no less than to the quantity of otic placode, turn right evenly distributed at the lower surface of I-shaped suspension beam from a left side at no less than eight otic placodes, and the lateral surface of I-shaped suspension beam has cup jointed first mount pad and second mount pad, and first mount pad and second mount pad all link to each other with the otic placode through the bolt.
Furthermore, the structural embedded part is composed of a square nut, a high-strength screw rod, a first nut and a second nut, and the square nut, the first nut and the second nut are all in threaded connection with the high-strength screw rod.
Furthermore, the upper end and the lower end of the right side face of the base are connected with the outer side face of the I-shaped suspension beam through supporting rib plates.
Furthermore, the first mounting seat is rotatably connected with a reverse threaded rod through a limiting hinge arranged on the upper surface of the first mounting seat, the reverse threaded rod is connected with a positive threaded rod through a threaded sleeve, and the positive threaded rod is connected with the first structure embedded part through a hinge.
Furthermore, the ear plate is connected with a reverse threaded rod through a bolt, the reverse threaded rod is connected with a positive threaded rod through a threaded sleeve, and the positive threaded rod is connected with the first structure embedded part through a hinge.
Compared with the prior art, the utility model has the beneficial effects that: this new-type cantilever beam bearing frame has following benefit:
1. this new-type cantilever beam load frame, the installation and construction is more convenient, and the construction is accomplished and is demolishd the back and little to the wall damage, and the mounting means is various moreover, adopts simultaneously can dismantle and firm outer scaffold steel pipe pole setting seat for outer scaffold steel pipe pole setting seat can used repeatedly, has improved economic nature.
2. Can carry out the overlap joint through second mount pad, sleeve and locating hole to external scaffold steel pipe fixed, the mounted position of first mount pad and second mount pad can be adjusted according to specific use scene, supports setting up of floor and has improved structural stability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a first front view of the present invention;
FIG. 3 is a second front view of the present invention;
FIG. 4 is a schematic structural view of a structural embedment.
In the figure: the structure comprises a first structure embedded part 1, an I-shaped cantilever beam 2, a first mounting seat 3, a second mounting seat 4, an ear plate 5, a positive threaded rod 6, a threaded sleeve 7, a reverse threaded rod 8, a limit hinge 9, a sleeve 10, a positioning hole 11, a supporting rib plate 12, a second structure embedded part 13, a base 14, a square nut 15, a high-strength screw rod 16, a first nut 17 and a second nut 18.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in 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.
In the description of the present invention, if an orientation description is referred to, for example, the directions or positional relationships indicated by "upper", "lower", "front", "rear", "left", "right", etc. are based on the directions or positional relationships shown in fig. 2, only for convenience of description and simplification of description, but not for indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention. When a feature is referred to as being "disposed," "secured," or "connected" to another feature, it can be directly disposed, secured, or connected to the other feature or be indirectly disposed, secured, or connected to the other feature.
Example 1:
referring to fig. 1, fig. 2 and fig. 4, the present invention provides a technical solution: a novel cantilever beam bearing frame comprises a structural embedded part and an I-shaped cantilever beam 2, wherein the structural embedded part comprises a first structural embedded part 1 and a second structural embedded part 13; the structural embedded part comprises a square nut 15, a high-strength screw 16, a first nut 17 and a second nut 18, the square nut 15, the first nut 17 and the second nut 18 are all in threaded connection with the high-strength screw 16, a base 14 is welded on the left side face of the I-shaped suspension beam 2, the upper end and the lower end of the right side face of the base 14 are connected with the outer side face of the I-shaped suspension beam 2 through support rib plates 12, the structural stability is improved due to the arrangement of the support rib plates 12, the second structural embedded part 13 is arranged at the front end and the rear end of the base 14 before and after the completion, ear plates 5 are arranged on the lower surface of the I-shaped suspension beam 2, the number of the ear plates 5 is not less than eight, the not less than eight ear plates 5 are uniformly distributed on the lower surface of the I-shaped suspension beam 2 from left to right, a first installation seat 3 and a second installation seat 4 are sleeved on the outer side face of the I-shaped suspension beam 2, a sleeve 10 is arranged on the upper surface of the second installation seat 4, and a positioning hole 11 is arranged on the outer side face of the sleeve 10, through second mount pad 4, sleeve 10 and locating hole 11 can carry out the overlap joint to external scaffold steel pipe fixed, first mount pad 3 and second mount pad 4 all link to each other with otic placode 5 through the bolt, the mounted position of first mount pad 3 and second mount pad 4 can be adjusted according to specific use scene, first mount pad 3 rotates through the spacing hinge 9 that sets up at its upper surface and is connected with reverse-threaded rod 8, reverse-threaded rod 8 is connected with positive-threaded rod 6 through threaded sleeve 7, positive-threaded rod 6 links to each other with first structure built-in fitting 1 through the hinge, this new-type cantilever beam bearing frame, the erection of construction is more convenient, it is little to the wall body damage after the construction is accomplished to demolish, and the mounting means is various, adopt simultaneously can dismantle and firm external scaffold steel pipe pole setting seat, make external scaffold steel pipe pole setting seat can used repeatedly, and economy is improved.
Example 2:
embodiment 2 is different from embodiment 1 in that the positive thread shaft 6, the thread sleeve 7 and the negative thread shaft 8 in embodiment 1 are subjected to tensile force, and the positive thread shaft 6, the thread sleeve 7 and the negative thread shaft 8 in embodiment 2 are subjected to compressive force.
Referring to fig. 1, fig. 3 and fig. 4, the present invention provides a technical solution: a novel cantilever beam bearing frame comprises a structural embedded part and an I-shaped cantilever beam 2, wherein the structural embedded part comprises a first structural embedded part 1 and a second structural embedded part 13; the structural embedded part is composed of a square nut 15, a high-strength screw 16, a first nut 17 and a second nut 18, the square nut 15, the first nut 17 and the second nut 18 are all in threaded connection with the high-strength screw 16, a base 14 is welded on the left side face of the I-shaped suspension beam 2, the upper end and the lower end of the right side face of the base 14 are connected with the outer side face of the I-shaped suspension beam 2 through support rib plates 12, the structural stability is improved due to the arrangement of the support rib plates 12, second structural embedded parts 13 are arranged at the front end and the rear end of the base 14 before and after the completion of the base 14, ear plates 5 are arranged on the lower surface of the I-shaped suspension beam 2, the number of the ear plates 5 is not less than eight, the not less than eight ear plates 5 are uniformly distributed on the lower surface of the I-shaped suspension beam 2 from left to right, a second installation seat 4 is sleeved on the outer side face of the I-shaped suspension beam 2, a sleeve 10 is arranged on the upper surface of the second installation seat 4, a positioning hole 11 is arranged on the outer side face of the sleeve 10, and the positioning hole is formed by the second installation seat 4, Sleeve 10 and locating hole 11 can carry out the overlap joint to external scaffold steel pipe fixedly, second mount pad 4 all links to each other with otic placode 5 through the bolt, the mounted position of second mount pad 4 can be adjusted according to specific use scene, otic placode 5 has reverse threaded rod 8 through bolted connection, reverse threaded rod 8 is connected with positive threaded rod 6 through threaded sleeve 7, positive threaded rod 6 passes through the hinge and links to each other with first structure built-in fitting 1, the installation is relatively convenient, the construction is accomplished and is demolishd the back and little to the wall damage, and the mounting means is various, adopt simultaneously can dismantle and firm external scaffold steel pipe pole setting seat, make external scaffold steel pipe pole setting seat can used repeatedly, economy has been improved.
When in use: the method comprises the steps of pre-installing a first structure embedded part 1 and a second structure embedded part 13 in a concrete wall body respectively in the process of concrete construction, fixing a base 14 through a first nut 17 and a second nut 18 when the cantilever beam is installed, fixing the base to a proper position through adjusting a first mounting seat 3 and a second mounting seat 4 after the fixing is completed, fixing the positions of the first mounting seat 3 and the second mounting seat 4 through penetrating a lug plate 5 through a bolt, connecting the first structure embedded part 1 and an I-shaped cantilever beam 2 together through a positive threaded rod 6, a threaded sleeve 7 and a reverse threaded rod 8, and finally overlapping a scaffold on the second mounting seat 4.
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 (5)

1. A new-type cantilever beam bearing frame which characterized in that: the structure comprises a structure embedded part and an I-shaped suspension beam (2), wherein the structure embedded part comprises a first structure embedded part (1) and a second structure embedded part (13); the left side welding of I-shaped hanging beam (2) has base (14), both ends all are equipped with second structure built-in fitting (13) around the completion of base (14), the lower surface of I-shaped hanging beam (2) is equipped with otic placode (5), eight is no less than in the quantity of otic placode (5), it turns right evenly distributed at the lower surface of I-shaped hanging beam (2) to turn right from a left side not to be less than eight otic placode (5), first mount pad (3) and second mount pad (4) have been cup jointed to the lateral surface of I-shaped hanging beam (2), first mount pad (3) and second mount pad (4) all link to each other with otic placode (5) through the bolt.
2. The novel cantilever beam bearing frame as claimed in claim 1, wherein: the structure embedded part is composed of a square nut (15), a high-strength screw rod (16), a first nut (17) and a second nut (18), and the square nut (15), the first nut (17) and the second nut (18) are all in threaded connection with the high-strength screw rod (16).
3. The novel cantilever beam bearing frame as claimed in claim 1, wherein: the upper end and the lower end of the right side face of the base (14) are connected with the outer side face of the I-shaped suspension beam (2) through supporting rib plates (12).
4. The novel cantilever beam bearing frame as claimed in claim 1, wherein: the first mounting seat (3) is rotatably connected with a reverse threaded rod (8) through a limiting hinge (9) arranged on the upper surface of the first mounting seat, the reverse threaded rod (8) is connected with a positive threaded rod (6) through a threaded sleeve (7), and the positive threaded rod (6) is connected with the first structure embedded part (1) through a hinge.
5. The novel cantilever beam bearing frame as claimed in claim 1, wherein: the ear plate (5) is connected with a reverse threaded rod (8) through a bolt, the reverse threaded rod (8) is connected with a positive threaded rod (6) through a threaded sleeve (7), and the positive threaded rod (6) is connected with the first structure embedded part (1) through a hinge.
CN202121238362.6U 2021-06-03 2021-06-03 New-type cantilever beam bearing frame Active CN215484536U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121238362.6U CN215484536U (en) 2021-06-03 2021-06-03 New-type cantilever beam bearing frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121238362.6U CN215484536U (en) 2021-06-03 2021-06-03 New-type cantilever beam bearing frame

Publications (1)

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CN215484536U true CN215484536U (en) 2022-01-11

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114622709A (en) * 2022-03-30 2022-06-14 中建四局第一建设有限公司 Turnover cantilever structure for structural height difference part and construction method thereof
CN116623926A (en) * 2023-07-05 2023-08-22 中国十七冶集团有限公司 Novel bolt connection adjustable square steel pipe overhanging scaffold and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114622709A (en) * 2022-03-30 2022-06-14 中建四局第一建设有限公司 Turnover cantilever structure for structural height difference part and construction method thereof
CN116623926A (en) * 2023-07-05 2023-08-22 中国十七冶集团有限公司 Novel bolt connection adjustable square steel pipe overhanging scaffold and construction method

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20220608

Address after: 056002 Liu Ying Xiang Zhu Zhuang Cun Bei, Yongnian District, Handan City, Hebei Province

Patentee after: Handan aorong Fastener Manufacturing Co.,Ltd.

Address before: 056000 No. 40, group 1, Zhuzhuang village, Liuying Town, Yongnian District, Handan City, Hebei Province

Patentee before: Li Ran

TR01 Transfer of patent right