CN210105338U - Construction operation support is assembled on large-span steel construction pipe truss ground - Google Patents
Construction operation support is assembled on large-span steel construction pipe truss ground Download PDFInfo
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- CN210105338U CN210105338U CN201920604544.7U CN201920604544U CN210105338U CN 210105338 U CN210105338 U CN 210105338U CN 201920604544 U CN201920604544 U CN 201920604544U CN 210105338 U CN210105338 U CN 210105338U
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Abstract
The utility model discloses a construction operation support is assembled on large-span steel construction pipe truss ground, collateral branch frame and first connection horizontal pole including two symmetry settings, the collateral branch frame includes the stand that two symmetries set up and sets up the joist between two stands, the upper end of stand is equipped with the drift draw-in groove, be equipped with the drift in the drift draw-in groove, the lower extreme of two stands passes through the second and connects the horizontal pole and connect, be equipped with a plurality of first regulation holes on the stand, joist up end middle part is equipped with the bracket, joist up end both ends are equipped with the regulating plate, it adjusts the hole to be equipped with a plurality of second corresponding with first regulation hole on the regulating plate, first regulation hole and second regulation hole pass through bolted connection, the joist lower extreme is equipped with two bearing diagonal poles, the bearing diagonal pole lower extreme is equipped with down the regulating plate, be equipped with the third regulation hole corresponding with first regulation hole on the lower regulating plate, first regulation hole and third regulation hole pass through bolted connection. The utility model discloses use simple and efficient, improved the efficiency of construction, saved construction cost.
Description
Technical Field
The utility model relates to a construction technology is assembled to large-span steel construction pipe truss, especially relates to a construction operation support is assembled on large-span steel construction pipe truss ground.
Background
The truss is a supporting beam structure formed by connecting rod pieces through welding, riveting or bolts, and has the advantages that the rod pieces mainly bear tensile force or pressure, the function of materials can be fully exerted, the materials are saved, and the structure weight is reduced. Steel trusses, reinforced concrete trusses, prestressed concrete trusses, and wood trusses are commonly used. When the truss is assembled, an assembling construction operation support is generally required to bear each rod piece, and the height of each rod piece is adjusted to meet the curve form of the truss. The existing assembling construction operation support is fixed and cannot be adjusted, and if an assembling field is uneven or the height of a truss curve changes greatly, the height adjustment is very inconvenient only by a method of heightening the assembling construction operation support.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to the not enough of above-mentioned prior art, a construction operation support is assembled on large-span steel construction pipe truss ground is provided.
In order to solve the above problems, the utility model adopts the following technical proposal:
a large-span steel structure pipe truss ground assembling construction operation support comprises two symmetrically arranged side supports and a plurality of first connecting cross rods for connecting the two side supports, each side support comprises two symmetrically arranged stand columns and a supporting beam arranged between the two stand columns, a wedge clamping groove is formed in the upper end of each stand column, wedges are arranged in the wedge clamping grooves, the lower ends of the two stand columns are connected through second connecting cross rods, a plurality of first adjusting holes are formed in the stand columns along the length direction, a supporting seat is arranged in the middle of the upper end face of each supporting beam, upper adjusting plates are arranged at two ends of the upper end face of each supporting beam, a plurality of second adjusting holes corresponding to the first adjusting holes are formed in the upper adjusting plates along the length direction, the first adjusting holes and the second adjusting holes are connected through bolts, two inclined supporting rods are arranged on the lower end faces of the supporting beams, lower ends of the inclined supporting rods are provided with lower adjusting plates, and the lower adjusting plate is provided with a third adjusting hole corresponding to the first adjusting hole, and the first adjusting hole is connected with the third adjusting hole through a bolt.
According to a further technical scheme, the upper end of the inclined supporting rod is arranged on the joist through an upper mounting seat, and the lower end of the inclined supporting rod is arranged on a lower adjusting plate through a lower mounting seat.
A further technical scheme is that a plurality of inclined connecting rods are arranged between the two side brackets.
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in: the utility model discloses use simple and efficient, improved the efficiency of construction, saved construction cost.
Drawings
Fig. 1 is a perspective view of embodiment 1 of the present invention;
fig. 2 is a front view of embodiment 1 of the present invention;
fig. 3 is an exploded view of a side stand according to embodiment 1 of the present invention;
fig. 4 is a perspective view of embodiment 2 of the present invention;
fig. 5 is a perspective view of embodiment 3 of the present invention;
fig. 6 is an exploded view of a side stand according to embodiment 3 of the present invention.
In the figure: 1. a first connecting rail; 2. a column; 3. a joist; 4. a wedge iron clamping groove; 5. a wedge iron; 6. a second connecting cross bar; 7. a first adjustment aperture; 8. a bracket; 9. an upper adjusting plate; 10. a second adjustment aperture; 11. an inclined support rod; 12. a lower adjustment plate; 13. a third adjustment aperture; 14. an upper mounting seat; 15. a lower mounting seat; 16. an oblique connecting rod; 17. a first pallet; 18. a second pallet; 19. a first slide rail; 20. a second slide rail.
Detailed Description
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
Example 1: as shown in fig. 1-3, a construction operation support is assembled on the ground of a large-span steel structure pipe truss, which comprises two symmetrically arranged side supports and a first connecting cross rod 1 connecting the two side supports, wherein each side support comprises two symmetrically arranged upright columns 2 and a supporting beam 3 arranged between the two upright columns 2, the upper ends of the upright columns 2 are provided with wedge clamping grooves 4, wedges 5 are arranged in the wedge clamping grooves 4, the lower ends of the two upright columns 2 are connected through a second connecting cross rod 6, the upright columns 2 are provided with a plurality of first adjusting holes 7 along the length direction, the middle parts of the upper end surfaces of the supporting beams 3 are provided with brackets 8, the two ends of the upper end surfaces of the supporting beams 3 are provided with upper adjusting plates 9, the upper adjusting plates 9 are provided with a plurality of second adjusting holes 10 corresponding to the first adjusting holes 7 along the length direction, the first adjusting holes 7 are connected with the second adjusting holes 10 through bolts, the lower end face of the joist 3 is provided with two inclined supporting rods 11, the lower ends of the inclined supporting rods 11 are provided with lower adjusting plates 12, the lower adjusting plates 12 are provided with third adjusting holes 13 corresponding to the first adjusting holes 7, and the first adjusting holes 7 are connected with the third adjusting holes 13 through bolts.
In this embodiment, the upper end of the inclined supporting rod 11 is disposed on the joist 3 through the upper mounting seat 14, and the lower end of the inclined supporting rod 11 is disposed on the lower adjusting plate 12 through the lower mounting seat 15.
During the use, adjust the position of bracket 8 well according to the size of truss, hoist the support to the segmentation truss on, the lower chord member of truss falls into in bracket 8, installs drift 5 in drift draw-in groove 4 and measures the truss and hang down straightness the back and carry out the chucking at last.
Example 2: as shown in fig. 4, it is different from embodiment 1 in that a plurality of oblique connecting rods 16 are further provided between the two side brackets. Make the utility model discloses a construction operation support is assembled on large-span steel construction pipe truss ground's stability is stronger.
Example 3: as shown in fig. 5 and 6, the difference from embodiment 2 is that the bracket 8 includes a first supporting plate 17 and a second supporting plate 18, the joist 3 is provided with a first slide rail 19 and a second slide rail 20, the first supporting plate 17 is slidably disposed on the first slide rail 19, the first supporting plate 17 is provided with a locking screw for locking the first supporting plate 17, the second supporting plate 18 is slidably disposed on the second slide rail 20, and the second supporting plate 18 is provided with a locking screw for locking the second supporting plate 18. Bracket 8 components of a whole that can function independently sets up, can adjust according to the size of truss lower chord, has further strengthened the utility model discloses a suitability.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the embodiments of the present invention.
Claims (3)
1. The utility model provides a construction operation support is assembled on large-span steel construction pipe truss ground which characterized in that: the side support comprises two symmetrically arranged side supports and a plurality of first connecting cross rods (1) for connecting the two side supports, the side supports comprise two symmetrically arranged columns (2) and supporting beams (3) arranged between the two columns (2), the upper ends of the columns (2) are provided with wedge clamping grooves (4), wedges (5) are arranged in the wedge clamping grooves (4), the lower ends of the two columns (2) are connected through second connecting cross rods (6), the columns (2) are provided with a plurality of first adjusting holes (7) along the length direction, the middle part of the upper end face of each supporting beam (3) is provided with a bracket (8), two ends of the upper end face of each supporting beam (3) are provided with upper adjusting plates (9), the upper adjusting plates (9) are provided with a plurality of second adjusting holes (10) corresponding to the first adjusting holes (7) along the length direction, and the first adjusting holes (7) and the second adjusting holes (10) are connected through bolts, the lower end face of the joist (3) is provided with two inclined supporting rods (11), the lower ends of the inclined supporting rods (11) are provided with lower adjusting plates (12), third adjusting holes (13) corresponding to the first adjusting holes (7) are formed in the lower adjusting plates (12), and the first adjusting holes (7) are connected with the third adjusting holes (13) through bolts.
2. The large-span steel structure pipe truss ground assembling construction operating support of claim 1, characterized in that: the upper end of the inclined supporting rod (11) is arranged on the joist (3) through an upper mounting seat (14), and the lower end of the inclined supporting rod (11) is arranged on a lower adjusting plate (12) through a lower mounting seat (15).
3. The large-span steel structure pipe truss ground assembling construction operating support of claim 1, characterized in that: a plurality of inclined connecting rods (16) are also arranged between the two side brackets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920604544.7U CN210105338U (en) | 2019-04-29 | 2019-04-29 | Construction operation support is assembled on large-span steel construction pipe truss ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920604544.7U CN210105338U (en) | 2019-04-29 | 2019-04-29 | Construction operation support is assembled on large-span steel construction pipe truss ground |
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| Publication Number | Publication Date |
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| CN210105338U true CN210105338U (en) | 2020-02-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920604544.7U Active CN210105338U (en) | 2019-04-29 | 2019-04-29 | Construction operation support is assembled on large-span steel construction pipe truss ground |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854452A (en) * | 2021-02-25 | 2021-05-28 | 中铁华联建设工程有限公司 | Steel structure assembling unit for building |
| CN115726602A (en) * | 2022-09-09 | 2023-03-03 | 中建八局第二建设有限公司 | High-stability pipe truss integral assembling jig frame and construction method |
-
2019
- 2019-04-29 CN CN201920604544.7U patent/CN210105338U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854452A (en) * | 2021-02-25 | 2021-05-28 | 中铁华联建设工程有限公司 | Steel structure assembling unit for building |
| CN112854452B (en) * | 2021-02-25 | 2022-07-01 | 中铁华联建设工程有限公司 | Steel structure assembling unit for building |
| CN115726602A (en) * | 2022-09-09 | 2023-03-03 | 中建八局第二建设有限公司 | High-stability pipe truss integral assembling jig frame and construction method |
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