CN215803243U - High altitude fire control vestibule construction support tripod of encorbelmenting and mounting structure - Google Patents
High altitude fire control vestibule construction support tripod of encorbelmenting and mounting structure Download PDFInfo
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- CN215803243U CN215803243U CN202121940772.5U CN202121940772U CN215803243U CN 215803243 U CN215803243 U CN 215803243U CN 202121940772 U CN202121940772 U CN 202121940772U CN 215803243 U CN215803243 U CN 215803243U
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- 238000010276 construction Methods 0.000 title claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model discloses a high-altitude overhanging fire control corridor construction supporting tripod and a mounting structure, wherein the tripod comprises a main cross rod, a main vertical rod, a main diagonal rod, an inner cross rod and an inner vertical rod; one end of the main cross rod is vertically fixedly connected with the main vertical rod, and the main inclined rod is connected between the main cross rod and the main vertical rod; the inner diagonal rod, the inner cross rod and the inner vertical rod are arranged in a triangular frame formed by connecting the main cross rod, the main vertical rod and the main diagonal rod, one end of the main diagonal rod is connected with the main cross rod and the main vertical rod at a connection intersection point, and the other end of the main diagonal rod is fixedly connected with the main diagonal rod; the inner cross rod is arranged below the inner inclined rod, one end of the inner cross rod is connected with the main vertical rod, and the other end of the inner cross rod is connected with the main inclined rod; the main vertical rod is arranged above the inner inclined rod, one end of the main vertical rod is connected with the main cross rod, and the other end of the main vertical rod is connected with the main inclined rod. The application has the advantages of large bearing load, safety, reliability, simple structure, simplicity and convenience in installation, short construction period and strong operability.
Description
Technical Field
The utility model relates to the technical field of supporting frames, in particular to a high-altitude overhanging fire control corridor construction supporting tripod and a mounting structure.
Background
Along with the development of domestic city construction, in order to meet the fire-fighting requirement, the outdoor space area is developed and utilized to ensure the fire-fighting requirement on the premise of not occupying the indoor building area.
The reinforced concrete structure is adopted mostly in fire control vestibule design, it is big to have the body, the span is big, the ground clearance is high, the side is not close to the major structure, this type of fire control vestibule needs formwork to pour in order to ensure the use, outward appearance and the quality of fire control vestibule, in order to guarantee structure construction quality, the template support system requires the security high, difficulty and trouble have been brought for constructor, need set up the full hall scaffold frame that falls to the ground sometimes, difficulty and trouble have been brought for constructor, and construction cost is high.
To above-mentioned problem, this application provides a fire control vestibule construction support tripod of encorbelmenting in high altitude.
SUMMERY OF THE UTILITY MODEL
The utility model provides a high-altitude overhanging fire control corridor construction supporting tripod and a mounting structure, which have the advantages of simple structure, low cost and simple and convenient operation.
The technical problem to be solved is that: the construction of current fire control vestibule is in order to guarantee structure construction quality, and the template support system requires the security high, has brought difficulty and trouble for the constructor, need set up the full hall scaffold frame that falls to the ground sometimes, has brought difficulty and trouble for the constructor, and construction cost is high.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod which comprises a main cross rod, a main vertical rod, a main inclined rod, an inner cross rod and an inner vertical rod; one end of the main cross rod is vertically fixedly connected with the main vertical rod, and the main inclined rod is connected between the main cross rod and the main vertical rod;
the inner diagonal rod, the inner cross rod and the inner vertical rod are arranged in a triangular frame formed by connecting the main cross rod, the main vertical rod and the main diagonal rod, one end of the main diagonal rod is connected with the main cross rod and the main vertical rod at a connection intersection point, and the other end of the main diagonal rod is fixedly connected with the main diagonal rod;
the inner cross rod is arranged below the inner inclined rod, one end of the inner cross rod is connected with the main vertical rod, and the other end of the inner cross rod is connected with the main inclined rod;
the main vertical rod is arranged above the inner inclined rod, one end of the main vertical rod is connected with the main cross rod, and the other end of the main vertical rod is connected with the main inclined rod.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that an inner cross rod is connected at an included angle part where an inner oblique rod is connected with a main oblique rod.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that an inner vertical rod is connected at an included angle part where an inner diagonal rod is connected with a main diagonal rod.
The utility model relates to a high-altitude overhanging fire-fighting corridor construction supporting tripod, which is characterized in that a connecting plate is fixedly arranged at one end of the top surface of a main cross rod, which is far away from a main vertical rod, and a round hole is formed in the connecting plate.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that one end of a main inclined rod is connected with the end part of a main vertical rod, the other end of the main inclined rod is connected with the end part of a main transverse rod, and the connecting point of the main inclined rod and the main transverse rod is positioned on one side, close to the main vertical rod, of a connecting plate.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that a main vertical rod is provided with a screw rod in a penetrating manner, and the screw rod is used for fixing a frame body on a structure.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that one end of a screw rod extending into the frame body is connected with a main vertical rod through a gasket and double nuts.
The utility model relates to a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that a cushion block is sleeved on a screw rod.
The utility model relates to a mounting structure of a high-altitude overhanging fire control corridor construction supporting tripod, which comprises tripods arranged at intervals and fixedly arranged on a building structure, I-shaped steels arranged on the tripods and arranged at intervals along the length direction of a main cross rod, and a pull rope, wherein one end of the pull rope is connected with a connecting plate, the other end of the pull rope is connected with the building structure above the tripods, and the I-shaped steels are connected with the main cross rod through U-shaped screws.
The utility model relates to a mounting structure of a high-altitude overhanging fire control corridor construction supporting tripod, which is characterized in that a scaffold plate is paved on the tripod, and an I-shaped steel is arranged on the scaffold plate.
Compared with the prior art, the utility model has the following beneficial effects:
1. the stable cantilever supporting platform is formed by the triangular frame, the scaffold plate, the I-shaped steel and the steel wire rope, is used as a foundation of a corridor supporting system, and is large in bearing load, safe and reliable;
2. the tripod is prefabricated in factories, integrally hoisted on site, large in bearing load, safe and reliable;
3. the tripod has the advantages of simple structure, simple and convenient installation, short construction period and strong operability;
4. the tripod has strong applicability, the length of the main transverse rod can be properly adjusted according to the span of the corridor, and the cantilever corridor with the length of 5-9m can be supported.
The utility model will be further explained with reference to the drawings.
Drawings
FIG. 1 is a schematic structural view of a tripod according to the present invention;
fig. 2 is a schematic view of the tripod mounting structure of the present invention.
Reference numerals:
1. a main cross bar; 2. a main vertical bar; 3. a main diagonal rod; 4. an inner sway bar; 5. an inner cross bar; 6. an inner vertical rod; 7. a connecting plate; 8. a circular hole; 9. a wire rope; 10. a screw; 11. a building structure; 12. cushion blocks; 13. i-shaped steel; 14. a scaffold board.
Detailed Description
As shown in fig. 1, the high-altitude overhanging fire-fighting corridor construction supporting tripod and the mounting structure thereof comprise a main cross rod 1, a main vertical rod 2, a main diagonal rod 3, an inner diagonal rod 4, an inner cross rod 5 and an inner vertical rod 6, wherein the main cross rod 1, the main vertical rod 2, the main diagonal rod 3, the inner diagonal rod 4, the inner cross rod 5 and the inner vertical rod 6 are made of square steel.
The length of main horizontal pole 1 is 2.4-4m, adapts to 5-9m span's gallery of encorbelmenting, and 1 one end of main horizontal pole is connected with main montant 2 is perpendicular, and the top surface of main horizontal pole 1 and the one end welding of keeping away from main montant 2 have a connecting plate 7, has seted up round hole 8 on the connecting plate 7 for later stage connection wire rope 9 carries out the off-load to the support body. The main diagonal rod 3 is connected between the main cross rod 1 and the main vertical rod 2, one end of the main diagonal rod 3 is connected with the end of the main vertical rod 2, the other end of the main diagonal rod is connected with the end of the main cross rod 1, and the connecting point of the main diagonal rod 3 and the main cross rod 1 is located on one side, close to the main vertical rod 2, of the connecting plate 7, so that the end of the main cross rod 1 is cantilevered out of the main diagonal rod 3. Wear to be equipped with two screw rods 10 on the main montant 2, screw rod 10 is used for being connected support body and building structure 11, and screw rod 10 stretches into the inside one end of support body and passes through the gasket and two nuts to be connected with main montant 2. The main cross rod 1, the main inclined rod 3 and the main cross rod 1 are connected to form a triangular frame body.
Further, when the building structure 11 has a heat insulation layer, when the screw rod 10 is installed, the heat insulation layer at the joint is removed, and the screw rod 10 is sleeved with the cushion block 12 or the square steel pipe is supported between the building structure 11 and the main vertical rod 2.
Interior down tube 4, interior horizontal pole 5 and interior montant 6 set up inside the triangular frame that main horizontal pole 1, main montant 2 and main down tube 3 connect the formation, and 3 one ends of main down tube are connected with main horizontal pole 1 and main montant 2 junction point department of intersect, and the other end is connected with 3 middle parts of main down tube. The lower part of the inner inclined rod 4 is arranged on the inner cross rod 5, one end of the inner cross rod is connected with the main cross rod 1, and the other end of the inner cross rod is connected with the main inclined rod 3 and connected at the corner of the main inclined rod 3 and the inner inclined rod 4. The main montant 2 sets up including 4 tops of down tube, its one end is connected with main horizontal pole 1, and the contained angle department that 4 and main down tube 3 are connected including the other end is connected with main down tube 3 and is connected.
All adopt welded connection between the above-mentioned each member, the welding seam is the fillet weld, and member interface is full weld all around, and wherein main horizontal pole 1, 2 ends of main montant adopt steel sheet welding shutoff.
As shown in fig. 2, the mounting structure of the supporting tripod for the high-altitude overhanging fire-fighting corridor construction comprises tripods which are arranged at intervals and fixedly arranged on a building structure 11, i-shaped steels 13 which are arranged on the tripods and are arranged at intervals along the length direction of a main cross rod 1, and a steel wire rope 9 of which one end is connected with a connecting plate 7 and the other end is connected with the building structure 11 above the tripods, wherein the tripods are uniformly arranged at a horizontal interval of about 500mm to cover the width range of the corridor, the i-shaped steels 13 are connected with the main cross rod 1 through U-shaped screws and steel plates, and the U-shaped screws are arranged in a quincunx shape, wherein the i-shaped steels 13 are used as the foundation for erecting a corridor supporting system and are used for rooting of a vertical pipe of the supporting system; and a steel wire rope 9 is adopted to unload the tripod.
Further, in order to ensure safety, a scaffold board 14 is laid on the main cross bar 1, the scaffold board 14 is firmly tied with the main cross bar 1 through an iron wire to prevent sliding, and the I-shaped steel 13 is laid on the scaffold board 14.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.
Claims (10)
1. The utility model provides a fire control vestibule construction support tripod of encorbelmenting in high altitude which characterized in that: comprises a main cross rod (1), a main vertical rod (2), a main inclined rod (3), an inner inclined rod (4), an inner cross rod (5) and an inner vertical rod (6); one end of the main cross rod (1) is vertically fixedly connected with the main vertical rod (2), and the main inclined rod (3) is connected between the main cross rod (1) and the main vertical rod (2);
the inner inclined rod (4), the inner cross rod (5) and the inner vertical rod (6) are arranged in a triangular frame formed by connecting the main cross rod (1), the main vertical rod (2) and the main inclined rod (3), one end of the main inclined rod (3) is connected with the main cross rod (1) and the main vertical rod (2) at a connection intersection point, and the other end of the main inclined rod is fixedly connected with the main inclined rod (3);
the inner cross rod (5) is arranged below the inner inclined rod (4), one end of the inner cross rod is connected with the main vertical rod (2), and the other end of the inner cross rod is connected with the main inclined rod (3);
the main vertical rod (2) is arranged above the inner inclined rod (4), one end of the main vertical rod is connected with the main cross rod (1), and the other end of the main vertical rod is connected with the main inclined rod (3).
2. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 1, its characterized in that: the inner cross rod (5) is connected at the corner of the inner inclined rod (4) connected with the main inclined rod (3).
3. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 1, its characterized in that: the inner vertical rod (6) is connected at the included angle of the inner inclined rod (4) and the main inclined rod (3).
4. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 1, its characterized in that: the top surface of the main cross rod (1) and one end far away from the main vertical rod (2) are fixedly provided with a connecting plate (7), and the connecting plate (7) is provided with a round hole (8).
5. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 4, its characterized in that: one end of the main inclined rod (3) is connected with the end of the main vertical rod (2), the other end of the main inclined rod is connected with the end of the main transverse rod (1), and the connecting point of the main inclined rod (3) and the main transverse rod (1) is located on one side, close to the main vertical rod (2), of the connecting plate (7).
6. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 1, its characterized in that: the main vertical rod (2) is provided with a screw rod (10) which is used for fixing the frame body on the structure in a penetrating way.
7. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 6, its characterized in that: one end of the screw rod (10) extending into the frame body is connected with the main vertical rod (2) through a gasket and double nuts.
8. The high altitude fire control vestibule construction support tripod of encorbelmenting of claim 7, its characterized in that: the screw rod (10) is sleeved with a cushion block (12).
9. The mounting structure of high altitude cantilever fire control vestibule construction support tripod of any one of claims 1-8, characterized in that: the building structure comprises tripods which are arranged at intervals and fixedly arranged on a building structure (11), I-shaped steels (13) which are arranged on the tripods at intervals along the length direction of a main cross rod (1) and pull ropes of which one ends are connected with a connecting plate (7) and the other ends are connected with the building structure (11) above the tripods, wherein the I-shaped steels (13) are connected with the main cross rod (1) through U-shaped screws.
10. The mounting structure of high altitude fire control vestibule construction support tripod of claim 9, its characterized in that: a scaffold board (14) is laid on the tripod, and the I-shaped steel (13) is arranged on the scaffold board (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121940772.5U CN215803243U (en) | 2021-08-18 | 2021-08-18 | High altitude fire control vestibule construction support tripod of encorbelmenting and mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121940772.5U CN215803243U (en) | 2021-08-18 | 2021-08-18 | High altitude fire control vestibule construction support tripod of encorbelmenting and mounting structure |
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| Publication Number | Publication Date |
|---|---|
| CN215803243U true CN215803243U (en) | 2022-02-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121940772.5U Expired - Fee Related CN215803243U (en) | 2021-08-18 | 2021-08-18 | High altitude fire control vestibule construction support tripod of encorbelmenting and mounting structure |
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| CN (1) | CN215803243U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575618A (en) * | 2022-03-24 | 2022-06-03 | 中建二局第一建筑工程有限公司 | Connecting beam supporting system, building structure and construction method |
-
2021
- 2021-08-18 CN CN202121940772.5U patent/CN215803243U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575618A (en) * | 2022-03-24 | 2022-06-03 | 中建二局第一建筑工程有限公司 | Connecting beam supporting system, building structure and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220211 |