CN209179478U - Jumping formwork truss - Google Patents
Jumping formwork truss Download PDFInfo
- Publication number
- CN209179478U CN209179478U CN201821781691.3U CN201821781691U CN209179478U CN 209179478 U CN209179478 U CN 209179478U CN 201821781691 U CN201821781691 U CN 201821781691U CN 209179478 U CN209179478 U CN 209179478U
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- Prior art keywords
- guardrail
- truss
- rod
- flexible
- climbs
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- Expired - Fee Related
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- 238000009415 formwork Methods 0.000 title claims abstract description 26
- 230000009191 jumping Effects 0.000 title claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 21
- 230000009194 climbing Effects 0.000 claims abstract description 15
- 239000007787 solid Substances 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model belongs to Architectural Equipment technical field, is related to high altitude operation truss, and in particular to a kind of jumping formwork truss, the utility model proposes jumping formwork truss, guardrail height is adjustable, and is provided with climbing supplementary structure, including connecting rod, reinforcing rod, truss platform；The connecting rod is fixedly connected on truss platform bottom surface；The reinforcing rod includes reinforcing rib and skewed horizontal load bar, the reinforcing rib is fastened transversely between the connecting rod, skewed horizontal load bar side is fixedly connected on the reinforcing rib, the other side is fixedly connected on the connecting rod, the jumping formwork truss further includes the flexible guardrail that climbs, it is described it is flexible climb guardrail and the truss platform it is hinged, for protecting when the flexible guardrail that climbs is fastened and fixed with the truss platform, the flexible guardrail that climbs is climbed when placing downwards for auxiliary.The utility model can reduce tower crane access times, to reduce construction cost, can be applied to highly difficult, super high-rise building build.
Description
Technical field
The utility model belongs to Architectural Equipment technical field, is related to high altitude operation truss, and in particular to a kind of jumping formwork
Truss.
Background technique
High altitude operation belongs to that the realm of building construction risk is higher, the biggish operation of task difficulty, with people's life water
Flat raising and society's science and technology is constantly progressive, and the construction efficiency and safety for high altitude operation are taken seriously further.It is full
Sufficient convenient transportation prevents the factors such as height-limited, and existing operation platform Guardrail design is generally collapsible, can only realize one kind
Guardrail height, worker is when high-altitude is constructed in the presence of very big security risk.
Jumping formwork is a kind of high altitude operation commonly template, is attached in building structure, layer-by-layer with construction
Rise, mostly using wall body built-in fitting as supporting mass, using hydraulic cylinder as power, jumping formwork truss is along guide rail band moving template and complete
Device climbs, and when jumping formwork truss is fixed, and template retreats, guide rail rises and is connected with wall body built-in fitting, follows repeatedly
Ring construction.When worker's construction, needs to climb to truss platform and construct, but existing truss is without corresponding supplementary structure, work
People climbs difficulty, and exists from truss and fall risk, and safety accident can be caused when serious.
Utility model content
In view of the foregoing defects the prior art has, it is adjustable that the utility model proposes a kind of guardrail heights, and is arranged
There is the jumping formwork truss of climbing supplementary structure.
The utility model, which is that the following technical solution is employed, to be realized:
A kind of jumping formwork truss, including connecting rod, reinforcing rod, truss platform；The connecting rod is fixedly connected on truss
Platform base；The reinforcing rod includes reinforcing rib and skewed horizontal load bar, and the reinforcing rib is fastened transversely between the connecting rod,
Skewed horizontal load bar side is fixedly connected on the reinforcing rib, and the other side is fixedly connected on the connecting rod, the mould that climbs
Plate girder further includes the flexible guardrail that climbs, it is described it is flexible climb guardrail and the truss platform it is hinged, the guardrail that climbs that stretches
For protecting when being fastened and fixed with the truss platform, for assisting climbing when the flexible guardrail that climbs is placed downwards.
Further, the flexible guardrail that climbs includes fixed link and fender rod group, the fender rod group include two sections with
Upper fender rod disposed in parallel, the fender rod two sides are connected and fixed on the fixed link.
Further, it is provided in the flexible guardrail that climbs and constructs identical Telescopic guardrail bar group with it, insertion is flexible
It climbs and guardrail and is slidably connected with it, the Telescopic guardrail bar packet size is less than the size of the flexible guardrail that climbs.
Further, the Telescopic guardrail bar group includes the Telescopic guardrail bar that two sections or more are mutually slidably connected, shield of stretching
The size of railing is gradually increased from the inside to the outside, and is less than the size of the flexible guardrail that climbs.
Further, the flexible guardrail that climbs, Telescopic guardrail bar group are made of hollow square tube.
Further, the connecting rod includes truss support frame, support rod and heightening rod；The truss support frame with it is described
Heightening rod connection, and the oblique external setting of the relatively described heightening rod；The support rod is connect with the heightening rod, with the truss
Support frame vertical direction height is identical.
Further, the heightening rod is composed of a fixed connection by more than two sections increasing section.
Further, the truss platform includes construction surface plate and supporting rib, and the supporting rib is fixed in " ten " font
In construction surface plate bottom surface.
Further, the supporting rib is hollow square tube.
The beneficial effects of the utility model are:
(1) the utility model provides a kind of jumping formwork truss, realizes quick climbing formwork for construction building, and plane is adaptable,
It is not restricted by architectural plane space；
(2) it stretches and climbs guardrail, Telescopic guardrail bar group, supporting rib by hollow square tube, steel quantity consumption is small, large carrying capacity；
(3) it is provided with the identical one or more of structure and increases section, to adjust rise of a truss according to the needs of construction height
Degree；
(4) it is equipped with the flexible guardrail that climbs in truss platform periphery, increases safety；The flexible guardrail that climbs is equipped with Telescopic guardrail
Bar group can be adjusted protection height when being fastened and fixed；When the flexible guardrail that climbs is placed downwards, construction worker's climbing can be used as
Auxiliary tool improves steady safety of climbing.
(5) it is provided with reinforcing rod and supporting rib, increases truss platform stability, it is sturdy and durable, it is highly-safe.
(6) heightening rod and being used cooperatively for the flexible guardrail that climbs increase the convenient degree that truss uses, and save a large amount of working hours,
Work efficiency is high, and reducing tower crane access times to reduce construction cost can be applied to highly difficult, super high-rise building build.
Detailed description of the invention
Fig. 1 is that the flexible guardrail that climbs of the utility model is fastened and fixed the structural schematic diagram of state.
Fig. 2 is the structural schematic diagram I of the flexible guardrail that climbs of the utility model.
Fig. 3 is the structural schematic diagram I of the flexible downward placement status of the guardrail that climbs of the utility model.
Fig. 4 is the structural schematic diagram II of the flexible downward placement status of the guardrail that climbs of the utility model.
Fig. 5 is the structural schematic diagram II of the flexible guardrail that climbs of the utility model.
Fig. 6 is the structural schematic diagram of the truss platform bottom surface of the utility model.
In figure: 1, truss platform；11, construction surface plate；12, supporting rib；21, heightening rod；22, support rod；23, truss branch
Support；3, stretch the guardrail that climbs；31, fixed link；32, fender rod；41, skewed horizontal load bar；42, reinforcing rib.
Specific embodiment
In order to which the utility model aim, technical solution is more clearly understood, with reference to the accompanying drawing, the utility model is made
It is further described.
Embodiment one:
As shown in Fig. 1~3 and Fig. 6, a kind of jumping formwork truss described in the utility model, including connecting rod, reinforcing rod,
Truss platform 1；The connecting rod is fixedly connected on 1 bottom surface of truss platform；The reinforcing rod includes reinforcing rib 42 and skewed horizontal load
Bar 41, the reinforcing rib 42 are fastened transversely between the connecting rod, and 41 side of skewed horizontal load bar is fixedly connected on described
Reinforcing rib 42, the other side are fixedly connected on the connecting rod, and the jumping formwork truss further includes the flexible guardrail 3 that climbs, described
Hingedly with the truss platform 1, the flexible guardrail 3 that climbs is solid with bolt fastening with the truss platform 1 for the flexible guardrail 3 that climbs
Timing increases working security and improves for assisting climbing when the flexible guardrail 3 that climbs freely is placed downwards for protecting
It climbs steady safety.
Further, the flexible guardrail 3 that climbs includes fixed link 31 and fender rod group, and the fender rod group includes two sections
The above fender rod 32 disposed in parallel, 32 two sides of fender rod are fixedly connected on the fixed link 31.
Further, it is provided in the flexible guardrail 3 that climbs and constructs identical Telescopic guardrail bar group with it, insertion is flexible
It climbs and guardrail 3 and is slidably connected with it, the Telescopic guardrail bar packet size is less than the size of the flexible guardrail 3 that climbs, to guarantee
The effective of guardrail stretches.
Further, the Telescopic guardrail bar group includes the Telescopic guardrail bar that two sections or more are mutually slidably connected, shield of stretching
The size of railing is gradually increased from the inside to the outside, and is less than the size of the flexible guardrail 3 that climbs, to make guardrail can basis
Construction needs to adjust the height of guardrail.
Further, the flexible guardrail 3 that climbs, Telescopic guardrail bar group are made of hollow square tube, and steel quantity consumption is small, holds
Loading capability is big.
Further, the connecting rod includes truss support frame 23, support rod 22 and heightening rod 21；The truss support frame
23 connect with the heightening rod 21, and the oblique external setting of the relatively described heightening rod 21, to improve truss security and stability；Institute
Support rod 22 is stated to connect with the heightening rod 21, it is identical as the 23 vertical direction height of truss support frame.
Further, the truss platform 1 includes construction surface plate 11 and supporting rib 12, and the supporting rib 12 is in " ten " word
Type is fixed on construction 11 bottom surface of surface plate, to increase bearing capacity and the safety of truss platform 1.
Further, the supporting rib 12 is hollow square tube composition, thus while improving 1 bearing capacity of truss platform,
Reduce the consumption of steel amount.
Working principle: using anchoring piece or strengthening bolt and fix jumping formwork truss, and the flexible guardrail 3 that climbs is to decentralization
It sets, the flexible guardrail 3 that climbs, to truss platform 1, is pulled up to truss platform by the flexible auxiliary of guardrail 3 climbing of climbing by construction worker
1 or more, after being fixed by bolt and truss platform 1, construction operation is carried out on truss platform 1；After the completion of construction, it will stretch
Contracting is climbed, and guardrail 3 is downward to be placed, and worker can safely withdraw rapidly truss platform 1 by the flexible auxiliary of guardrail 3 of climbing.
Embodiment two:
As shown in Figure 3, Figure 4, the present embodiment unlike embodiment one heightening rod 21 include two sections increase section with
Inserting mode is fixed, and after Telescopic guardrail bar group is drawn to suitable height, is plugged and fixed, and when being protected, is climbed flexible
It rises guardrail 3 to fix with 1 bolt of truss platform, when needing to assist climbing, the flexible guardrail 3 that climbs is placed downwards.
Further, it is also possible to according to practice of construction needs, setting includes the heightening rod 21 that two sections or more increase section, increase section with
Inserting mode is fixed, and the Telescopic guardrail bar that two sections or more are slidably connected is arranged, after Telescopic guardrail bar group is drawn to suitable height,
It is plugged and fixed, when being protected, the flexible guardrail 3 that climbs is fixed with 1 bolt of truss platform, it, will when needing to assist climbing
The flexible guardrail 3 that climbs is placed downwards.
The above is only the preferred embodiment of the present invention and oneself, not with the utility model be limitation, it is all this
Made impartial modifications, equivalent substitutions and improvements etc., should be included in the utility model within the spirit and principle of utility model
Patent covering scope in.
Claims (9)
1. a kind of jumping formwork truss, including connecting rod, reinforcing rod, truss platform (1)；The connecting rod is fixedly connected on described
Truss platform (1) bottom surface；The reinforcing rod includes reinforcing rib (42) and skewed horizontal load bar (41), and the reinforcing rib (42) is laterally solid
Due between the connecting rod, skewed horizontal load bar (41) side is fixedly connected on the reinforcing rib (42), and the other side is fixed
It is connected to the connecting rod, which is characterized in that the jumping formwork truss further includes stretching to climb guardrail (3), and described stretch is climbed
Rise guardrail (3) and the truss platform (1) hingedly, flexible climb guardrail (3) and the truss platform (1) are when being fastened and fixed
For protecting, for assisting climbing when the flexible guardrail (3) that climbs is placed downwards.
2. a kind of jumping formwork truss according to claim 1, which is characterized in that the flexible guardrail (3) that climbs includes
Fixed link (31) and fender rod group, the fender rod group include two sections or more fender rod (32) disposed in parallel, the fender rod
(32) two sides are fixedly connected on the fixed link (31).
3. a kind of jumping formwork truss according to claim 1 or 2, which is characterized in that in the flexible guardrail (3) that climbs
It is provided with and constructs identical Telescopic guardrail bar group with it, be inserted into flexible climb and guardrail (3) and be slidably connected with it, it is described to stretch
Contracting guard rail rod packet size is less than the size of flexible guardrail (3) of climbing.
4. a kind of jumping formwork truss according to claim 3, which is characterized in that the Telescopic guardrail bar group includes two sections
The Telescopic guardrail bar being mutually slidably connected above, the size of Telescopic guardrail bar are gradually increased from the inside to the outside, and are less than described
The size of flexible guardrail (3) of climbing.
5. a kind of jumping formwork truss according to claim 4, which is characterized in that the flexible guardrail that climbs (3) is stretched
Contracting guard rail rod group is made of hollow square tube.
6. a kind of jumping formwork truss according to claim 1, which is characterized in that the connecting rod includes truss support frame
(23), support rod (22) and heightening rod (21)；The truss support frame (23) connect with the heightening rod (21), and relatively described
The oblique external setting of heightening rod (21)；The support rod (22) connect with the heightening rod (21), and with the truss support frame
(23) vertical direction height is identical.
7. a kind of jumping formwork truss according to claim 6, which is characterized in that the heightening rod (21) by two sections more than
Increase section to be composed of a fixed connection.
8. a kind of jumping formwork truss according to claim 1, which is characterized in that the truss platform (1) includes construction
Surface plate (11) and supporting rib (12), the supporting rib (12) are fixed on construction surface plate (11) bottom surface in " ten " font.
9. a kind of jumping formwork truss according to claim 8, which is characterized in that the supporting rib (12) is hollow square tube
It constitutes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821781691.3U CN209179478U (en) | 2018-10-31 | 2018-10-31 | Jumping formwork truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821781691.3U CN209179478U (en) | 2018-10-31 | 2018-10-31 | Jumping formwork truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209179478U true CN209179478U (en) | 2019-07-30 |
Family
ID=67362749
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821781691.3U Expired - Fee Related CN209179478U (en) | 2018-10-31 | 2018-10-31 | Jumping formwork truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209179478U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111391971A (en) * | 2020-04-17 | 2020-07-10 | 中船黄埔文冲船舶有限公司 | Handle device |
-
2018
- 2018-10-31 CN CN201821781691.3U patent/CN209179478U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111391971A (en) * | 2020-04-17 | 2020-07-10 | 中船黄埔文冲船舶有限公司 | Handle device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 4f, development building, 8 Zhongshan Road, Shinan District, Qingdao City, Shandong Province 266071 Patentee after: Qingdao Construction Group Co.,Ltd. Patentee after: QINGJIAN GROUP Co.,Ltd. Address before: 4f, development building, 8 Zhongshan Road, Shinan District, Qingdao City, Shandong Province 266071 Patentee before: QINGJIAN GROUP Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190730 |