CN113982253A - Socket type disc buckle type steel pipe support frame double-groove steel joist system - Google Patents
Socket type disc buckle type steel pipe support frame double-groove steel joist system Download PDFInfo
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- CN113982253A CN113982253A CN202111392413.5A CN202111392413A CN113982253A CN 113982253 A CN113982253 A CN 113982253A CN 202111392413 A CN202111392413 A CN 202111392413A CN 113982253 A CN113982253 A CN 113982253A
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- China
- Prior art keywords
- joist
- adjustable bracket
- steel pipe
- pipe support
- engineering
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses a socket type disc buckle type steel pipe support frame double-groove steel joist system, belonging to the technical field of engineering support beams, comprising: the rigid assemblies are used for supporting engineering loads and distributed along the length direction of the engineering loads; each of the rigid components includes: main joist, false keel and support adjusting part, the false keel sets up on the main joist, just the false keel sets up the below of engineering load is used for supporting engineering load, support adjusting part is used for supporting and adjusts the height of main joist. The bracket comprises a joist, a first upright rod, a first adjustable bracket, a second adjustable bracket and a second upright rod, wherein the joist is arranged on the upper portion of the joist, the first upright rod is connected with the first adjustable bracket through a first connecting rod, the second adjustable bracket is connected with the second upright rod through a second connecting rod, and the first connecting rod is connected with the first adjustable bracket.
Description
Technical Field
The invention relates to the technical field of engineering support beams, in particular to a socket type disc buckle type steel pipe support frame double-groove steel support beam system.
Background
The double-channel steel joist is an important component in the support frame, the double-channel steel joist is used as a support in the support frame, the material consumption of the support frame is reduced, the safety and the stability of the support frame are ensured, and meanwhile, vertical loads are born and transferred through the vertical rod disc. The performance of the support frame directly influences the probability of safety accidents of the support frame.
The socket joint type dish of present general use is buckled steel pipe support bearing capacity and is big, and the roof beam body is less in the construction such as building, railcar section, runs into the structure roof beam when more, can lead to socket joint type dish to detain formula steel pipe support pole setting interval too close, and scaffold material is more, increases construction cost, and it is more to set up the in-process labour input, extravagant labour, and the usability of support body also can receive certain influence simultaneously.
Disclosure of Invention
Aiming at the above problems at the prior art, the socket type disc buckle type steel pipe support frame double-channel steel joist system is provided, the installation can be rapidly realized through the joist, the first upright rod, the first adjustable bracket, the second adjustable bracket and the second upright rod, the height of the main keel can be adjusted through adjusting the first upright rod and the first adjustable bracket, and the effective support of the support system can be realized.
The specific technical scheme is as follows:
the utility model provides a two channel steel joist systems of steel pipe support frame are buckled to socket joint type dish, includes:
the rigid assemblies are used for supporting engineering loads and distributed along the length direction of the engineering loads; each of the rigid components includes: the auxiliary keel is arranged on the main keel, the auxiliary keel is arranged below the engineering load and is used for supporting the engineering load, and the supporting and adjusting assembly is used for supporting and adjusting the height of the main keel;
each of the support adjusting assemblies includes:
one end of the frame body is connected with the engineering load or the main keel;
the two ends of the joist are respectively connected with the two frame bodies;
one end of each first vertical rod is connected with the joist;
one end of each first adjustable bracket can extend into the other end of the corresponding first upright rod in a telescopic manner, and the other end of each first adjustable bracket is connected with the main keel;
the first cross rod is arranged between the corresponding two first vertical rods, and two ends of the first cross rod are connected with the two first vertical rods respectively.
Above-mentioned socket joint type dish knot formula steel pipe support frame double flute steel joist system, wherein, the support body includes:
one end of the second adjustable bracket is connected with one corresponding main keel;
one end of the second vertical rod is connected with the other end of the second adjustable bracket;
and the second cross rod is arranged between the adjacent corresponding second vertical rods, and two ends of the second cross rod are respectively connected with the corresponding two second vertical rods.
Above-mentioned socket joint type dish knot formula steel pipe support frame double flute steel joist system, wherein, each all be provided with first supporting block on the first adjustable bracket, be provided with on the top surface of first supporting block and be used for the joint the first recess of main joist.
The socket type disc buckle type steel pipe support frame double-groove steel joist system is characterized in that each second adjustable bracket is provided with a second supporting block, and the second supporting blocks are provided with second grooves used for clamping the main keels.
The socket type disc buckle type steel pipe support frame double-groove steel joist system is characterized in that each main joist, each auxiliary joist, each first cross rod and each second cross rod are horizontally arranged.
Above-mentioned socket joint type dish knot formula steel pipe support frame double flute steel joist system, wherein, each first pole setting, each first adjustable bracket, each second adjustable bracket and each the equal vertical setting of second pole setting.
The socket type disc buckle type steel pipe support frame double-groove steel joist system is characterized in that the engineering load is a wall or a beam template.
Compared with the prior art, the technical scheme has the positive effects that:
the first upright rod and the first adjustable bracket as well as the second adjustable bracket and the second upright rod can be quickly installed, and the height of the main keel can be adjusted by adjusting the first upright rod and the first adjustable bracket, so that the effective support of the support system is realized.
Drawings
FIG. 1 is a schematic structural view of a double-channel steel joist system of a socket type disc buckle type steel pipe support frame of the present invention;
in the drawings: 1. a main keel; 2, auxiliary keels; 3. engineering load; 4. a frame body; 5. a joist; 6. a first upright rod; 7. a first adjustable bracket; 71. a first support block; 8. a first cross bar; 9. a second upright stanchion; 10. a second adjustable bracket; 101. a second support block; 11. a second cross bar; 12. a bolt; 13. and (7) connecting the disc.
Detailed Description
The invention is further described with reference to the following drawings and specific examples, which are not intended to be limiting.
Fig. 1 is a schematic structural view of a double-channel steel joist system of a socket type disc buckle type steel pipe support frame of the invention. As shown in fig. 1, there is shown a double-channel steel joist system of a socket-type disc-buckle type steel pipe support frame of a preferred embodiment, comprising: a a plurality of rigid assembly for supporting engineering load 3, it is preferred, engineering load 3 is wall body or beam formwork, and a plurality of rigid assembly set up along engineering load 3's length direction equidistance, and each rigid assembly all includes: main joist 1, false keel 2 and support adjusting part, false keel 2 sets up on main joist 1, false keel 2 is used for supporting engineering load 3, support adjusting part is used for supporting and adjusting the height of main joist 1, false keel 2 sets up and is used for supporting engineering load 3 under engineering load 3, main joist 1 sets up and is used for supporting false keel 2 under false keel 2, support adjusting part sets up and is used for supporting main joist 1 under main joist 1, furthermore, when installing this braced system, can change false keel 2's height through adjusting support adjusting part, thereby make false keel 2 fully support engineering load 3.
Further, as a preferred embodiment, each of the support adjusting assemblies includes: support body 4, joist 5, two first pole settings 6, two first adjustable brackets 7 and first horizontal pole 8 etc, the one end of support body 4 all is connected with main joist 1, the both ends of joist 5 are connected with two second pole settings 9 respectively, the one end of each first pole setting 6 all is connected with joist 5, the equal telescopic of one end of each first adjustable bracket 7 stretches into in the other end that corresponds a first pole setting 6, and the other end is connected with main joist 1, first horizontal pole 8 sets up between two first pole settings 6 that correspond, and the both ends of first horizontal pole 8 are connected with two first pole settings 6 respectively. The one end of the first adjustable bracket 7 of adjustment stretches into the length that is the telescopic one end of the first pole setting 6 that corresponds to can realize the regulation of the height of first adjustable bracket 7, and then realize the effective support of first adjustable bracket 7 to main joist 1.
More specifically, each adjustable bracket 10 of second sets up respectively under engineering load 3, and the top of each adjustable bracket 10 of second all is used for supporting main joist 1, and each second pole setting 9 sets up under the adjustable bracket 10 of corresponding second to the equal telescopic one end that stretches into corresponding second pole setting 9 of the other end of each adjustable bracket 10 of second. Two adjacent second pole settings 9 all are provided with a second horizontal pole 11 between, each the both ends of second horizontal pole 11 respectively with correspond two second pole settings 9 are connected.
Further, as a preferred embodiment, each first vertical rod 6 is provided with a connecting plate 13, and two ends of the first cross rod 8 are clamped with the corresponding connecting plates 13 through the pins 12, so that the stability between the two first vertical rods 6 is enhanced. In a similar way, each second vertical rod 9 is provided with a connecting disc 13, and the two ends of each second cross rod 11 are connected with the corresponding connecting discs 13 through bolts 12 in a clamped mode, so that the overall stability of the frame body 4 is enhanced. The above are merely preferred embodiments of the present invention, and the embodiments and the protection scope of the present invention are not limited thereby.
The present invention also has the following embodiments in addition to the above:
in a further embodiment of the present invention, with continued reference to fig. 1, each first adjustable bracket 7 is provided with a first support block 71 for supporting the main runner 1.
Further, as a preferred embodiment, each second adjustable bracket 10 is provided with a second supporting block 101 for supporting the main keel 1.
Further, as a preferred embodiment, each main runner 1, each cross runner 2, each joist 5, each first cross bar 8 and each second cross bar 11 are horizontally disposed.
Further, as a preferred embodiment, each first upright 6, each first adjustable bracket 7, each second adjustable bracket 10 and each second upright 9 are arranged vertically.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention.
Claims (7)
1. The utility model provides a two channel steel joist systems of steel pipe support frame are detained to socket joint type dish which characterized in that includes: the rigid assemblies are used for supporting engineering loads and distributed along the length direction of the engineering loads; each of the rigid components includes: the auxiliary keel is arranged on the main keel, the auxiliary keel is arranged below the engineering load and is used for supporting the engineering load, and the supporting and adjusting assembly is used for supporting and adjusting the height of the main keel; each of the support adjusting assemblies includes:
one end of the frame body is connected with the engineering load or the main keel;
the two ends of the joist are respectively connected with the two frame bodies;
one end of each first vertical rod is connected with the joist;
one end of each first adjustable bracket can extend into the other end of the corresponding first upright rod in a telescopic manner, and the other end of each first adjustable bracket is connected with the main keel;
the first cross rod is arranged between the corresponding two first vertical rods, and two ends of the first cross rod are connected with the two first vertical rods respectively.
2. The bell and spigot type steel pipe support frame double-channel steel joist system according to claim 1, wherein the frame body comprises:
one end of the second adjustable bracket is connected with one corresponding main keel;
one end of the second vertical rod is connected with the other end of the second adjustable bracket;
and the second cross rod is arranged between the adjacent corresponding second vertical rods, and two ends of the second cross rod are respectively connected with the corresponding two second vertical rods.
3. The double-channel steel joist system of a socket type disc buckle type steel pipe support according to claim 1, wherein each first adjustable bracket is provided with a first support block, and the top surface of the first support block is provided with a first groove for clamping the main joist.
4. The socket type disc buckle type steel pipe support frame double-channel steel joist system according to claim 2, wherein each second adjustable bracket is provided with a second support block, and the second support block is provided with a second groove for clamping the main keel.
5. The bell and spigot type steel pipe support double channel steel joist system according to claim 3, wherein each main joist, each cross member, each joist, each first cross bar and each second cross bar are horizontally disposed.
6. The bell and spigot type pipe-and-socket steel pipe support bracket double channel steel joist system as claimed in claim 2, wherein each of the first upright, each of the first adjustable brackets, each of the second adjustable brackets and each of the second upright are vertically disposed.
7. The socket type disc buckle type steel pipe support frame double-channel steel joist system according to claim 1, wherein the engineering load is a wall or a beam formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111392413.5A CN113982253A (en) | 2021-11-19 | 2021-11-19 | Socket type disc buckle type steel pipe support frame double-groove steel joist system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111392413.5A CN113982253A (en) | 2021-11-19 | 2021-11-19 | Socket type disc buckle type steel pipe support frame double-groove steel joist system |
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| Publication Number | Publication Date |
|---|---|
| CN113982253A true CN113982253A (en) | 2022-01-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111392413.5A Pending CN113982253A (en) | 2021-11-19 | 2021-11-19 | Socket type disc buckle type steel pipe support frame double-groove steel joist system |
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| Country | Link |
|---|---|
| CN (1) | CN113982253A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575593A (en) * | 2022-03-10 | 2022-06-03 | 中国五冶集团有限公司 | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof |
| CN114635558A (en) * | 2022-04-09 | 2022-06-17 | 浙江均泰建设有限公司 | Socket type disc buckle type steel pipe support frame joist structure |
| CN116181060A (en) * | 2023-02-28 | 2023-05-30 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
-
2021
- 2021-11-19 CN CN202111392413.5A patent/CN113982253A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575593A (en) * | 2022-03-10 | 2022-06-03 | 中国五冶集团有限公司 | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof |
| CN114635558A (en) * | 2022-04-09 | 2022-06-17 | 浙江均泰建设有限公司 | Socket type disc buckle type steel pipe support frame joist structure |
| CN114635558B (en) * | 2022-04-09 | 2024-02-23 | 浙江均泰建设有限公司 | Socket type disc buckle type steel pipe support frame joist structure |
| CN116181060A (en) * | 2023-02-28 | 2023-05-30 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
| CN116181060B (en) * | 2023-02-28 | 2024-03-15 | 汤和新材料科技股份有限公司 | Jacking and keel fixing device |
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