CN204876630U - Interim supporting platform of super high -rise building equipment - Google Patents
Interim supporting platform of super high -rise building equipment Download PDFInfo
- Publication number
- CN204876630U CN204876630U CN201520409931.7U CN201520409931U CN204876630U CN 204876630 U CN204876630 U CN 204876630U CN 201520409931 U CN201520409931 U CN 201520409931U CN 204876630 U CN204876630 U CN 204876630U
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- crossbeam
- welded
- building equipment
- longeron
- supporting platform
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- Expired - Fee Related
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Abstract
The utility model discloses an interim supporting platform of super high -rise building equipment, it includes crossbeam, longeron, bracing, landing leg, support, connecting rod and connecting bolt, crossbeam and longeron welding form braced frame, the landing leg welding is in braced frame's bottom, the lateral part at the landing leg is welded to the one end of bracing, and the other end of bracing welds the bottom at crossbeam or longeron, the lower extreme welding of landing leg has the keysets, and the roof on the support passes through the bolt fastening with the keysets on the landing leg, and the bottom plate on the support welds the upper portion at the building construction roof beam, the crossbeam on the adjacent braced frame is connected to the connecting rod to it is fixed to use connecting bolt. The utility model provides an interim supporting platform of super high -rise building equipment, its simple structure, simple to operate under the uncompleted condition of building structure, utilizes perpendicular super high -rise building equipment to the equipment place layer of taking one's place of transporting of civil engineering tower crane, has solved the awkward situation that the perpendicular transportation of equipment is taken one's place among the super high -rise building, ensures the whole construction progress of building.
Description
Technical field
The utility model relates to a kind of equipment vertical transport support platform in place, particularly relates to a kind of super highrise building equipment temporary supporting platform.
Background technology
At present, super highrise building is increasing, and the electro mechanical system device that super highrise building is relevant is also day by day complicated, huge.Electro mechanical system device in, Heavy Weight large for size and the high super highrise building of vertical distribution, general hydraulic hoisting apparatus cannot finishing equipment slinging work, and civil engineering tower crane need be utilized to carry out the vertical transport of equipment.For proterctive equipment, avoid colliding with building structure in equipment vertical transport process, need, when civil engineering structure not yet completes, utilize civil engineering tower crane to carry out equipment vertical transport.
Summary of the invention
The purpose of this utility model is for above-mentioned technical problem, the super highrise building equipment temporary supporting platform providing a kind of structure simple, easy to operate, for when civil engineering structure not yet completes, super highrise building equipment is unloaded in place temporarily, solves the awkward situation that in super highrise building, equipment vertical transport is in place.
The technical solution of the utility model:
For solving the problems of the technologies described above, the utility model provides a kind of super highrise building equipment temporary supporting platform, and this support platform comprises crossbeam, longeron, diagonal brace, supporting leg, bearing, connecting rod and connecting bolt.
Crossbeam and longitudinal beam welding form support frame; Supporting leg is welded on the bottom of support frame; One end of diagonal brace is welded on the sidepiece of supporting leg, and the other end of diagonal brace is welded on the bottom of crossbeam or longeron; Bearing is connected between supporting leg and fabric structure beam; Connecting rod is connected between the crossbeam of adjacent supports framework by connecting bolt.
The i iron that described crossbeam, longeron, diagonal brace, supporting leg, connecting rod select model identical.
Distance between the length of crossbeam and fabric structure beam adapts.
The lower end of described supporting leg is welded with keyset.
Described bearing comprises pillar, be welded on the top board of pillar upper end and be welded on lower rod end, and its B-C post is i iron, and the height of pillar exceeds storey floors surface 400 ~ 600mm.
Top board on described bearing and the keyset on supporting leg are bolted, and the base plate on bearing is welded on the top of fabric structure beam.
The utility model beneficial effect:
The super highrise building equipment temporary supporting platform that the utility model provides, structure is simple, solve Super High equipment when building structure does not complete, super highrise building equipment is unloaded in place temporarily, neither affect civil engineering operation, again can by equipment vertical transport to equipment place layer, easy to operate, ensure whole building construction speed.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model bearing partial enlarged drawing;
Fig. 3 is the utility model front view;
Fig. 4 is the utility model left view;
Fig. 5 is the utility model top view.
Wherein:
1, crossbeam; 2, diagonal brace; 3, supporting leg; 4, bearing; 5, connecting rod; 6, connecting bolt; 7, keyset; 8, top board; 9, base plate; 10, pillar; 11, longeron.
Detailed description of the invention
Below in conjunction with specific embodiments and the drawings, the utility model super highrise building equipment temporary supporting platform is described in detail:
Shown in Fig. 1, a kind of super highrise building equipment temporary supporting platform comprises crossbeam 1, longeron 11, diagonal brace 2, supporting leg 3, bearing 4, connecting rod 5 and connecting bolt 6.
Crossbeam 1 and longeron 11 weld and form support frame; Supporting leg 3 is welded on the bottom of support frame; One end of diagonal brace 2 is welded on the sidepiece of supporting leg 3, and the other end of diagonal brace 2 is welded on the bottom of crossbeam 1 or longeron 11; Connecting rod 5 connects the crossbeam 1 on adjacent supports framework, and uses connecting bolt 6 to fix.
Fig. 2 is the partial enlarged drawing of bearing 4 in the utility model, the lower end of supporting leg 3 is welded with keyset 7, bearing 4 is provided with top board 8, base plate 9, pillar 10, top board 8, base plate 9 are welded on the two ends of pillar 10 respectively, top board 8 on bearing 4 is bolted with the keyset 7 on supporting leg 3, base plate 9 on bearing 4 is welded on the top of fabric structure beam, and the height of pillar 10 is higher than storey floors surface 500mm, in place to facilitate equipment to unload.
The i iron that crossbeam 1 shown in Fig. 1 to Fig. 2, longeron 11, diagonal brace 2, supporting leg 3, connecting rod 5, pillar 10 select model identical, to ensure that i iron width is consistent, facilitates welding operation.
When using super highrise building equipment temporary supporting platform to unload equipment in place, first, the length of crossbeam 1 is set according to the distance between fabric structure beam in advance, crossbeam 1 and longeron 11 welding is formed support frame, and supporting leg 3, diagonal brace 2, keyset 7 are welded on relevant position; Then, make bearing 4, and base plate 9 is welded on the top of the structural beams of building; Then, will treat that equipment in place is fixing on the support frame, use civil engineering tower crane vertical transport equipment, by the keyset 7 on supporting leg 3 and top board 8 centering on bearing 4; Finally, bolt is used keyset 7 and top board 8 to be fixed.
In the present embodiment, crossbeam 1, longeron 11, diagonal brace 2, supporting leg 3, connecting rod 5, pillar 10 select model to be the i iron of I16; Fig. 3 is the front view of the present embodiment, and connecting rod 5 connects adjacent supports framework; Fig. 4 is the left view of the present embodiment, and bearing 4 is fixed on fabric structure beam, and the base plate 9 be welded on supporting leg 3 is fixed with the top board 8 on bearing 4; Fig. 5 is the top view of the present embodiment.
The super highrise building equipment temporary supporting platform that the utility model provides, structure is simple, solve Super High equipment when building structure does not complete, super highrise building equipment is unloaded in place temporarily, neither affect civil engineering operation, again can by equipment vertical transport to equipment place layer, easy to operate, ensure whole building construction speed.
Claims (6)
1. a super highrise building equipment temporary supporting platform, for auxiliary civil engineering tower crane vertical transport super highrise building equipment, it is characterized in that, comprise crossbeam (1), longeron (11), diagonal brace (2), supporting leg (3), bearing (4), connecting rod (5) and connecting bolt (6); Crossbeam (1) and longeron (11) welding form support frame; Supporting leg (3) is welded on the bottom of support frame; One end of diagonal brace (2) is welded on the sidepiece of supporting leg (3), and the other end of diagonal brace (2) is welded on the bottom of crossbeam (1) or longeron (11); Bearing (4) is connected between supporting leg (3) and fabric structure beam; Connecting rod (5) is connected between the crossbeam (1) of adjacent supports framework by connecting bolt (6).
2. super highrise building equipment temporary supporting platform according to claim 1, is characterized in that, the i iron that described crossbeam (1), longeron (11), diagonal brace (2), supporting leg (3), connecting rod (5) select model identical.
3. super highrise building equipment temporary supporting platform according to claim 1, is characterized in that, the distance between the length of crossbeam (1) and fabric structure beam adapts.
4. super highrise building equipment temporary supporting platform according to claim 1, is characterized in that, the lower end of described supporting leg (3) is welded with keyset (7).
5. super highrise building equipment temporary supporting platform according to claim 4, it is characterized in that, described bearing (4) comprises pillar (10), is welded on the top board (8) of pillar upper end and is welded on (9) of lower rod end, its B-C post (10) is i iron, and the height of pillar (10) exceeds storey floors surface 400 ~ 600mm.
6. super highrise building equipment temporary supporting platform according to claim 5, it is characterized in that, top board (8) on described bearing (4) is bolted with the keyset (7) on supporting leg (3), and the base plate (9) on bearing (4) is welded on the top of fabric structure beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520409931.7U CN204876630U (en) | 2015-06-15 | 2015-06-15 | Interim supporting platform of super high -rise building equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520409931.7U CN204876630U (en) | 2015-06-15 | 2015-06-15 | Interim supporting platform of super high -rise building equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876630U true CN204876630U (en) | 2015-12-16 |
Family
ID=54821021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520409931.7U Expired - Fee Related CN204876630U (en) | 2015-06-15 | 2015-06-15 | Interim supporting platform of super high -rise building equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204876630U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288353A (en) * | 2017-07-11 | 2017-10-24 | 中建局集团安装工程有限公司 | Equipment hoisting transition support platform and its construction method on a kind of super-high buildings floor |
| CN116290766A (en) * | 2023-02-15 | 2023-06-23 | 中国十九冶集团有限公司 | Method for transporting building materials |
-
2015
- 2015-06-15 CN CN201520409931.7U patent/CN204876630U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288353A (en) * | 2017-07-11 | 2017-10-24 | 中建局集团安装工程有限公司 | Equipment hoisting transition support platform and its construction method on a kind of super-high buildings floor |
| CN116290766A (en) * | 2023-02-15 | 2023-06-23 | 中国十九冶集团有限公司 | Method for transporting building materials |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151216 Termination date: 20160615 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |