CN212295588U - Triangular truss for high-rise building construction - Google Patents
Triangular truss for high-rise building construction Download PDFInfo
- Publication number
- CN212295588U CN212295588U CN202021646289.1U CN202021646289U CN212295588U CN 212295588 U CN212295588 U CN 212295588U CN 202021646289 U CN202021646289 U CN 202021646289U CN 212295588 U CN212295588 U CN 212295588U
- Authority
- CN
- China
- Prior art keywords
- triangular truss
- truss
- rise building
- building construction
- climbing frame
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 238000009435 building construction Methods 0.000 title claims abstract description 19
- 230000009194 climbing Effects 0.000 claims description 24
- 238000004519 manufacturing process Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 4
- 230000007547 defect Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a building tool technical field discloses a triangle truss for high-rise building construction, including triangle truss bearing diagonal pole, the vertical triangle truss montant that is fixed with in lower part one side of triangle truss bearing diagonal pole, upper portion one side of triangle truss montant is connected with triangle truss horizontal pole, the one end of triangle truss horizontal pole is fixed on triangle truss bearing diagonal pole. The utility model discloses the wholeness is good and intensity is high, and simple structure is firm, and is safe light, assembles convenient to use, and manufacturing process is simple, and the application is wide, circulated use, and stability is high, both can improve the safe handling that stability realized guarantee attached lift scaffold greatly, can also save a large amount of manual works, improvement efficiency of construction simultaneously effectively.
Description
Technical Field
The utility model relates to a building tool technical field especially relates to a triangular truss for high-rise building construction.
Background
An attached lifting scaffold is called a lifting frame for short, is commonly called a climbing frame, is external protection construction equipment used in high-rise and super high-rise building construction, and mainly comprises climbing frame accessories, a lifting system, a control system and the like. The attached lifting scaffold needs a large number of inclined support rods for maintaining the stability of the scaffold body on each layer in the using process. At present, the diagonal bracing piece of high-rise building climbing frame is mostly formed by simple and easy single steel pipe preparation, and under its structure satisfied certain intensity, the diagonal bracing piece was mainly fixed through bolted connection with the frame junction, poor stability, and it is easy not hard up, has great potential safety hazard.
At present, most of the inclined supporting rods commonly used in the industry are made of simple single steel tubes, and when the inclined supporting rods are used, the inclined supporting rods are directly leaned against a frame and are fixedly connected through bolts; there is also an assembled triangular support frame with a complicated shape and many parts, as shown in fig. 1, the assembled triangular support frame has the main disadvantages of complicated manufacturing process (assembling by a plurality of parts), high manufacturing cost, large assembling difficulty and more consumed materials.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a triangular truss for high-rise building construction, it is firm to have simple structure, it is safe light, assembly convenient to use, manufacturing process is simple, wide in application, circulated use, the advantage that stability is high, the bracing strut of general use in having solved present trade is mostly formed by simple and easy single steel pipe preparation, directly lean on the bracing strut to one side during the use on the frame and fixed through bolted connection, this kind of main shortcoming of bracing strut by simple and easy single steel pipe preparation formation is poor stability, it is easy not hard up, there is the problem of great potential safety hazard.
According to the utility model discloses a triangular truss for high-rise building construction, including triangular truss bearing diagonal pole, the vertical triangular truss montant that is fixed with in lower part one side of triangular truss bearing diagonal pole, upper portion one side of triangular truss montant is connected with triangular truss horizontal pole, the one end of triangular truss horizontal pole is fixed on triangular truss bearing diagonal pole.
Furthermore, the triangular truss inclined supporting rod is obliquely arranged, and the inclined angle of the triangular truss inclined supporting rod is 45-60 degrees.
Furthermore, a triangular truss connecting lug is fixed at the top end of the upper part of the triangular truss inclined supporting rod, and the triangular truss connecting lug is installed and fixed in an L shape.
Furthermore, the upper side wall and the lower side wall of the triangular truss vertical rod are provided with bolt holes, and the two bolt holes are respectively located on two sides of the connecting position of the triangular truss inclined strut and the triangular truss vertical rod.
Furthermore, the upper part of the triangular truss connecting ear is provided with a through hole, and the through hole is horizontally arranged.
Furthermore, the triangular truss is fixedly installed between the outer side vertical rod of the climbing frame and the inner side vertical rod of the climbing frame, and a climbing frame scaffold board is fixed on the upper portion of the triangular truss.
Furthermore, the vertical rod on the inner side of the climbing frame is fixedly connected with one side of the scaffold board of the climbing frame through a fixing bolt.
Furthermore, the pole setting outside climbing frame passes through fixing bolt and the through-hole on the triangle truss connection ear, climbs the opposite side fixed connection of frame scaffold board.
Furthermore, a fixing bolt is also installed in a bolt hole in the vertical rod of the triangular truss and is fixedly connected with the vertical rod inside the climbing frame.
Compared with the prior art, the utility model beneficial effect who has is:
the integrity is good and the strength is high; the detachable inclined supporting rod has the advantages of simple and stable structure, safety, light weight, convenience in assembly and use, simple manufacturing process, wide application range, recyclability and high stability, can overcome the defects of poor stability, easiness in loosening of a single inclined supporting rod, complex manufacturing process (through assembly of a plurality of parts) of an assembled triangular truss, high manufacturing cost, high assembling difficulty and multiple defects of consumed materials in the prior art, can greatly improve the stability, realize safe use of a guaranteed attached lifting scaffold, and simultaneously can effectively save a large amount of labor and improve the construction efficiency.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural diagram of a prior art triangular truss;
fig. 2 is a schematic structural view of the triangular truss for high-rise building construction provided by the utility model;
fig. 3 is the utility model provides an assembly use schematic diagram of a triangular truss for high-rise building construction.
In the figure: 1-triangular truss inclined supporting rod, 2-triangular truss connecting lug, 3-triangular truss cross rod, 4-triangular truss vertical rod, 5-triangular truss, 6-climbing frame outer side vertical rod, 7-climbing frame scaffold board and 8-climbing frame inner side vertical rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there are the terms "upper", "lower", "left", "right", etc. indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of the description, but it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore the terms describing the positional relationship in the drawings are only for illustrative purposes and are not to be construed as limitations of the present patent, and those skilled in the art can understand the specific meanings of the terms according to specific situations.
Referring to fig. 2-3, the preferred embodiment of the present invention is shown.
The triangular truss for high-rise building construction comprises a triangular truss inclined strut 1, a triangular truss vertical rod 4 is vertically fixed on one side of the lower part of the triangular truss inclined strut 1, a triangular truss cross rod 3 is connected on one side of the upper part of the triangular truss vertical rod 4, one end of the triangular truss cross rod 3 is fixed on the triangular truss inclined strut 1, and the triangular truss is good in arrangement integrity and high in strength; the assembled triangular truss has the advantages of simple and stable structure, safety, light weight, convenience in assembly and use, simple manufacturing process, wide application range, recyclability and high stability, and can overcome the defects of poor stability, easiness in loosening of a single inclined supporting rod, complex manufacturing procedure (through assembly of a plurality of parts) of the assembled triangular truss, high manufacturing cost, high assembling difficulty and material consumption in the prior art.
In this embodiment, the inclined strut 1 of the triangular truss is inclined, and the inclined angle of the inclined strut 1 of the triangular truss is 45-60 degrees, so that the inclined strut 1 of the triangular truss, the vertical strut 4 of the triangular truss and the horizontal strut 3 of the triangular truss are ensured to form a triangle, and the stability of the triangular truss is ensured.
In this embodiment, be fixed with triangle truss connection ear 2 on the upper portion top of triangle truss oblique branch pole 1, triangle truss connection ear 2 is "L" form installation fixed, and the upper portion of triangle truss connection ear 2 is provided with and runs through the mouth, and it is the level setting to run through the mouth, is convenient for fixed.
In this embodiment, the upper and lower lateral wall of triangle truss montant 4 all is provided with the bolt hole, and two bolt holes are located the both sides of triangle truss down-comer pole 1 and triangle truss montant 4 junction respectively, guarantee that the both sides of triangle truss montant 4 all connect firmly, even make the steadiness reinforcing of triangle truss montant 4.
In this embodiment, the triangular truss 5 is installed and fixed between the pole setting 6 outside the climbing frame and the pole setting 7 inside the climbing frame, and is fixed with the scaffold board 7 on the upper portion of the triangular truss 5, the pole setting 6 inside the climbing frame passes through the fixing bolt and the one side fixed connection of the scaffold board 7, the pole setting 8 outside the climbing frame passes through the through hole on the lug 2 connected with the triangular truss by the fixing bolt, the other side fixed connection of the scaffold board 7 climbs, so that one side of the triangular truss 5 is fixed.
In this embodiment, a fixing bolt is also installed in the bolt hole on the vertical rod 4 of the triangular truss, and the fixing bolt is fixedly connected with the vertical rod on the inner side of the climbing frame, so that the other side of the triangular truss 5 is fixed.
The technical scheme has good integrity and high strength; the detachable inclined supporting rod has the advantages of simple and stable structure, safety, light weight, convenience in assembly and use, simple manufacturing process, wide application range, recyclability and high stability, can overcome the defects of poor stability, easiness in loosening of a single inclined supporting rod, complex manufacturing process (through assembly of a plurality of parts) of an assembled triangular truss, high manufacturing cost, high assembling difficulty and multiple defects of consumed materials in the prior art, can greatly improve the stability, realize safe use of a guaranteed attached lifting scaffold, and simultaneously can effectively save a large amount of labor and improve the construction efficiency.
In the aforesaid, triangle truss 5 adopts welding ear mode and self trompil mode to be connected with climbing frame outside pole setting 6 through scaffold inboard, also can adopt the similar structure of other different forms or the similar structure of the same form, and triangle truss montant 4 is provided with one or more pilot holes along the length direction of self, triangle truss horizontal pole 3 is provided with one or more pilot holes along self length direction, not limited with this technical scheme's installation fixed mode.
The details of the present invention are well known to those skilled in the art.
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 invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. A triangular truss for high-rise building construction, its characterized in that: the triangular truss inclined supporting rod is characterized by comprising a triangular truss inclined supporting rod, a triangular truss vertical rod is vertically fixed on one side of the lower portion of the triangular truss inclined supporting rod, a triangular truss transverse rod is connected to one side of the upper portion of the triangular truss vertical rod, and one end of the triangular truss transverse rod is fixed on the triangular truss inclined supporting rod.
2. The triangular truss for high-rise building construction of claim 1, wherein: the triangular truss inclined supporting rod is obliquely arranged, and the inclined angle of the triangular truss inclined supporting rod is 45-60 degrees.
3. The triangular truss for high-rise building construction of claim 2, wherein: the top end of the upper part of the triangular truss inclined strut is fixedly provided with a triangular truss connecting lug which is fixedly arranged in an L shape.
4. The triangular truss for high-rise building construction of claim 3, wherein: the upper side wall and the lower side wall of the triangular truss vertical rod are respectively provided with a bolt hole, and the two bolt holes are respectively positioned on two sides of the connecting part of the triangular truss inclined strut and the triangular truss vertical rod.
5. The triangular truss for high-rise building construction of claim 4, wherein: the upper part of the triangular truss connecting ear is provided with a through hole which is horizontally arranged.
6. The triangular truss for high-rise building construction of claim 5, wherein: the triangular truss is fixedly installed between the outer side vertical rod of the climbing frame and the inner side vertical rod of the climbing frame, and the upper portion of the triangular truss is fixedly provided with a climbing frame scaffold board.
7. The triangular truss for high-rise building construction of claim 6, wherein: the upright rod at the inner side of the climbing frame is fixedly connected with one side of the scaffold board of the climbing frame through a fixing bolt.
8. The triangular truss for high-rise building construction of claim 7, wherein: the pole setting outside the climbing frame is fixedly connected with the through hole on the connecting lug of the triangular truss and the other side of the scaffold board of the climbing frame through a fixing bolt.
9. The triangular truss for high-rise building construction of claim 8, wherein: and a fixing bolt is also arranged in a bolt hole on the vertical rod of the triangular truss and is fixedly connected with the vertical rod on the inner side of the climbing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021646289.1U CN212295588U (en) | 2020-08-10 | 2020-08-10 | Triangular truss for high-rise building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021646289.1U CN212295588U (en) | 2020-08-10 | 2020-08-10 | Triangular truss for high-rise building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212295588U true CN212295588U (en) | 2021-01-05 |
Family
ID=73937607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021646289.1U Expired - Fee Related CN212295588U (en) | 2020-08-10 | 2020-08-10 | Triangular truss for high-rise building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212295588U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794488A (en) * | 2020-08-10 | 2020-10-20 | 深圳市江丰工程技术有限公司 | Triangular trusses for high-rise building construction |
-
2020
- 2020-08-10 CN CN202021646289.1U patent/CN212295588U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794488A (en) * | 2020-08-10 | 2020-10-20 | 深圳市江丰工程技术有限公司 | Triangular trusses for high-rise building construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206219086U (en) | A kind of attachment structure of tower crane and attached wall | |
| CN208456099U (en) | A kind of connection structure of the protective net of attachment type raise scaffold corner | |
| CN212295588U (en) | Triangular truss for high-rise building construction | |
| CN106049680B (en) | A kind of rack and truss coplanar built up construction and connector | |
| CN210238296U (en) | A large-scale tower crane attached wall space steel truss foundation | |
| CN210683021U (en) | Rotary tower body structure of tower crane | |
| CN112049464A (en) | Steel structure support frame for assembly type building | |
| CN206636157U (en) | A steel structure suitable for construction site assembly | |
| CN215886133U (en) | Tower crane standard knot | |
| CN212775916U (en) | An adjustable steel beam lower end combined support and hanger | |
| CN213112298U (en) | Mast | |
| CN204531342U (en) | Light-duty assembled elevator well support frame | |
| CN211920714U (en) | Support system of pull-up and pull-down type external hanging self-climbing tower crane | |
| CN210888048U (en) | Sleeve pipe support module for building | |
| CN107298391A (en) | Tower crane attached wall structure and its construction method | |
| CN216196535U (en) | Support diagonal rod convenient to disassemble and assemble and used for inner and outer vertical rods of climbing frame | |
| CN216390343U (en) | Floor bridge device | |
| CN222511497U (en) | Adjustable circular tube welding platform | |
| CN219622228U (en) | Wall-riding hanging basket suspension system | |
| CN217076777U (en) | Tower crane attachment system for frame structure | |
| CN213115437U (en) | Wall-mounted work platform module under the cantilevered roof | |
| CN214144635U (en) | A guide rail structure on an attached lifting scaffold | |
| CN220376210U (en) | Auxiliary device for tower crane wall attachment | |
| CN217102809U (en) | Portal frame assembly for silo wall lifting support system | |
| CN222295685U (en) | Adjustable support frame for building template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210105 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |