CN209179519U - Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top - Google Patents
Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top Download PDFInfo
- Publication number
- CN209179519U CN209179519U CN201821909717.8U CN201821909717U CN209179519U CN 209179519 U CN209179519 U CN 209179519U CN 201821909717 U CN201821909717 U CN 201821909717U CN 209179519 U CN209179519 U CN 209179519U
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- CN
- China
- Prior art keywords
- welded
- main couple
- cable wind
- wind rope
- supporting block
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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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Abstract
The truss for hanging auxiliary installation the utility model discloses a kind of gymnasium top splices steel construction moulding bed, including main couple and support jig, the main couple rides upon on support jig after loop wheel machine lifts by crane, the support jig includes two base boards, the top of two base boards is welded with support column, top on two support columns close to its left side and right side is welded with crossbeam, top on two crossbeams close to its front and rear end is welded with Contraband type stringer, the first supporting block is welded at the top of the Contraband type stringer, the bottom of chord member overlaps in the top of first supporting block and the main couple, opposite face in the middle part of two crossbeams is welded with straight stringer, the second supporting block is welded at the top of the straight stringer.The utility model, by the cooperation of above structure, the lifting of stablizing that can be realized main couple places, improves the installation accuracy of main couple, provide convenience for main truss installa-tion.
Description
Technical field
The utility model relates to construction engineering technical field, specially a kind of truss that auxiliary installation is hung on gymnasium top is spelled
Connect steel construction moulding bed.
Background technique
Gymnasium grandstand and building function room use complex high-rise frame-shear wall structure, and three layers on the ground, ground is next
Layer.Roof system is large span steel truss structure.Existing large span steel truss structure lifting when, need by auxiliary support apparatus into
Row support, however existing auxiliary support apparatus cannot provide stable supporting role well for large span steel truss structure,
It makes troubles for the installation of large span steel truss structure, while reducing the efficiency of installation.
Utility model content
The truss for hanging auxiliary installation the purpose of this utility model is to provide a kind of gymnasium top splices steel construction moulding bed,
Have the advantage that structure is simple, highly reliable, solves the problems, such as that truss lifting is placed unstable in the prior art.
To achieve the above object, the utility model provides the following technical solutions: hanging auxiliary installation in a kind of gymnasium top
Truss splices steel construction moulding bed, including main couple and support jig, the main couple ride upon support jig after loop wheel machine lifts by crane
On.
The support jig includes two base boards, and the top of two base boards is welded with support column, two institutes
It states and is welded with crossbeam close to the top in its left side and right side on support column, its close front and rear end on two crossbeams
Top is welded with Contraband type stringer, and the first supporting block, the top of first supporting block are welded at the top of the Contraband type stringer
It is overlapped with the bottom of chord member in the main couple, the opposite face in the middle part of two crossbeams is welded with straight stringer, the straight stringer
Top be welded with the second supporting block, the bottom of the top of second supporting block and the main couple lower boom overlaps, described
Bolting on support column close to the left side on its top and right side has cable wind rope, and the bottom end bolt of the cable wind rope is with having cable wind rope
Anchor, the cable wind rope earth anchor and ground anchor.
Preferably, the left side or right edge angle a range of the cable wind rope and support column are 30~45 °.
Preferably, the front side edge or back side edge angle b range of the cable wind rope and base board are 10~20 °.
Preferably, the quantity of first supporting block is two, and two the first supporting blocks are with the vertical center of crossbeam side
Line is axial symmetry arrangement.
Preferably, the cable wind rope earth anchor includes anchor plate and the anchorage that is welded in the middle part of anchor plate, the anchor plate
It is anchored with ground, the bottom end of the anchorage and cable wind rope bolts.
Compared with prior art, the utility model has the beneficial effects that in the utility model, by the way that support jig is arranged,
The lifting of stablizing that can be realized main couple is placed, and is improved the installation accuracy of main couple, is provided convenience for main truss installa-tion.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model main couple front view；
Fig. 2 is the structural schematic diagram of the utility model main couple longitudal section；
Fig. 3 is the structural schematic diagram of the utility model support jig front view；
Fig. 4 is the structural schematic diagram of the utility model support jig right view；
Fig. 5 is the structural schematic diagram of the utility model support jig top view；
Fig. 6 is the structural schematic diagram of right view enlarged drawing at c in the utility model Fig. 4；
Fig. 7 is the structural schematic diagram of the utility model anchor plate top view.
In figure: chord member, 102- lower boom, 2- support jig, 3- base board, 4- support column, 5- are horizontal in 1- main couple, 101-
Beam, 6- Contraband type stringer, the first supporting block of 7-, the straight stringer of 8-, the second supporting block of 9-, 10- cable wind rope, 11- cable wind rope earth anchor, 111-
Anchor plate, 112- anchorage.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1 to Fig. 7 is please referred to, the utility model provides a kind of technical solution: hanging auxiliary installation in a kind of gymnasium top
Truss splices steel construction moulding bed, including main couple 1 and support jig 2, main couple 1 ride upon support jig 2 after loop wheel machine lifts by crane
On.
Support jig 2 includes two base boards 3, and the top of two base boards 3 is welded with support column 4, two support columns 4
The upper top close to its left side and right side is welded with crossbeam 5, welds on two crossbeams 5 close to the top of its front and rear end
There is Contraband type stringer 6, the top of Contraband type stringer 6 is welded with the first supporting block 7, chord member in the top of the first supporting block 7 and main couple 1
101 bottom overlap joint, the longitudal section approximation of main couple 1 assumes diamond in shape, as shown in Fig. 2, the quantity of the first supporting block 7 is two, two
A first supporting block 7 is arranged by axial symmetry of the vertical centerline of 5 side of crossbeam, and two the first supporting blocks 7 are to the two of main couple 1
A middle chord member 101 is supported and (does not embody in figure), and the opposite face at two 5 middle parts of crossbeam is welded with straight stringer 8, straight stringer 8
Top be welded with the second supporting block 9, the top of the second supporting block 9 and the bottom of 1 lower boom 102 of main couple overlap, second
Bracer 9 is supported and (does not embody in figure) to the lower boom 102 of main couple 1, close to the left side and the right side on its top on support column 4
Side, which bolts, cable wind rope 10, and the bottom end bolt of cable wind rope 10 has cable wind rope earth anchor 11, and cable wind rope earth anchor 11 and ground anchor.
The left side or right edge angle a range of cable wind rope 10 and support column 4 are 30~45 °, and a is preferably in the present embodiment
45°.The front side edge or back side edge angle b range of cable wind rope 10 and base board 3 are 10~20 °, and b is preferably 15 ° in the present embodiment,
Improve stability of the support jig 2 during supporting main couple 1.
Cable wind rope earth anchor 11 includes anchor plate 111 and the anchorage 112 for being welded on the middle part of anchor plate 111, anchor plate 111 with
The bottom end of ground anchoring, anchorage 112 and cable wind rope 10 bolts.
Working principle: the truss splicing steel construction moulding bed of auxiliary installation is hung in use, first will support in gymnasium top
After moulding bed 2 is placed on designated place, then cable wind rope 10 is anchored on the ground by cable wind rope earth anchor 11, and keep cable wind rope 10
Left side or right edge angle a with support column 4 are 45 °, and cable wind rope 10 and the front side edge or back side edge angle b of base board 3 are
15 ° of settings, finally ride upon main couple 1 on support jig 2 after loop wheel machine lifts by crane, and by the way that support jig 2 is arranged, can be realized
The lifting of stablizing of main couple 1 is placed, and the installation accuracy of main couple 1 is improved, and is provided convenience for the installation of main couple 1.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. the truss splicing steel construction moulding bed that auxiliary installation is hung on a kind of gymnasium top, it is characterised in that: including main couple (1) with
Support jig (2), the main couple (1) are ridden upon after loop wheel machine lifts by crane on support jig (2)；
The support jig (2) includes two base boards (3), and the top of two base boards (3) is welded with support column
(4), the top on two support columns (4) close to its left side and right side is welded with crossbeam (5), two crossbeams (5)
The upper top close to its front and rear end is welded with Contraband type stringer (6), is welded with first at the top of the Contraband type stringer (6)
Bracer (7), the top of first supporting block (7) is overlapped with the bottom of chord member (101) in the main couple (1), described in two
Opposite face in the middle part of crossbeam (5) is welded with straight stringer (8), is welded with the second supporting block (9), institute at the top of the straight stringer (8)
The bottom at the top and the main couple (1) lower boom (102) of stating the second supporting block (9) overlaps, close on the support column (4)
The left side and right side on its top, which bolt, to be had cable wind rope (10), and the bottom end bolt of the cable wind rope (10) has cable wind rope earth anchor
(11), the cable wind rope earth anchor (11) and ground anchor.
2. the truss splicing steel construction moulding bed of auxiliary installation, feature are hung in a kind of gymnasium top according to claim 1
Be: the left side or right edge angle a range of the cable wind rope (10) and support column (4) are 30~45 °.
3. the truss splicing steel construction moulding bed of auxiliary installation, feature are hung in a kind of gymnasium top according to claim 1
Be: the front side edge or back side edge angle b range of the cable wind rope (10) and base board (3) are 10~20 °.
4. the truss splicing steel construction moulding bed of auxiliary installation, feature are hung in a kind of gymnasium top according to claim 1
Be: the quantity of first supporting block (7) is two, and two the first supporting blocks (7) are with the vertical centerline of crossbeam (5) side
For axial symmetry arrangement.
5. the truss splicing steel construction moulding bed of auxiliary installation, feature are hung in a kind of gymnasium top according to claim 1
Be: the cable wind rope earth anchor (11) includes anchor plate (111) and the anchorage (112) being welded in the middle part of anchor plate (111), institute
It states anchor plate (111) and ground anchors, the bottom end of the anchorage (112) and cable wind rope (10) bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821909717.8U CN209179519U (en) | 2018-11-20 | 2018-11-20 | Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821909717.8U CN209179519U (en) | 2018-11-20 | 2018-11-20 | Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209179519U true CN209179519U (en) | 2019-07-30 |
Family
ID=67373387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821909717.8U Expired - Fee Related CN209179519U (en) | 2018-11-20 | 2018-11-20 | Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209179519U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431194A (en) * | 2021-06-09 | 2021-09-24 | 中交第四公路工程局有限公司 | Large-span inclined leg steel pipe truss structure and construction method thereof |
-
2018
- 2018-11-20 CN CN201821909717.8U patent/CN209179519U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431194A (en) * | 2021-06-09 | 2021-09-24 | 中交第四公路工程局有限公司 | Large-span inclined leg steel pipe truss structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20190730 Termination date: 20201120 |