CN107795133A - A kind of monoblock type shielded frame platform and its construction method - Google Patents
A kind of monoblock type shielded frame platform and its construction method Download PDFInfo
- Publication number
- CN107795133A CN107795133A CN201711242888.XA CN201711242888A CN107795133A CN 107795133 A CN107795133 A CN 107795133A CN 201711242888 A CN201711242888 A CN 201711242888A CN 107795133 A CN107795133 A CN 107795133A
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- auxiliary girder
- facade
- girder
- frame
- shielded frame
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- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000007599 discharging Methods 0.000 claims abstract description 12
- 230000001681 protective effect Effects 0.000 claims abstract description 7
- 239000000725 suspension Substances 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims description 6
- 238000005516 engineering process Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 13
- 230000009466 transformation Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006872 improvement 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
- 238000002360 preparation method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
Abstract
The present invention discloses a kind of monoblock type shielded frame platform and its construction method, including facade frame and horizontal pane, and the both ends and centre position between two facade frames are equipped with horizontal pane；The facade frame includes two girders being vertically arranged, and the upper and lower ends of girder are equipped with connecting tube；Facade crossbeam is provided between the girder；The horizontal pane includes the first auxiliary girder and the second auxiliary girder, and the 3rd auxiliary girder is provided between the first auxiliary girder, and suspension hook is equipped with first auxiliary girder and the second auxiliary girder on top, horizontal protective net is embedded with horizontal pane.The use of shielded frame platform in the present invention, realize from traditional overhanging type discharging platform and pass through transformation of the external scaffolding discharge operation to the direct discharging of circulation material, eliminate taking for feeding passage and tear open；The use of shielded frame platform in the present invention, worker is without needing guiding through outrigger, you can will directly go in material week in material platform, improves the artificial loading environment of floor circulation material, ensure that the personal safety of worker.
Description
Technical field
The invention belongs to architectural engineering technology construction field, specifically a kind of monoblock type shielded frame platform and its construction party
Method.
Background technology
During high building structure main body construction, in order to solve in work progress, the circulation material such as template, flitch, vertical rod
Turnover, discharging, turnover are usually carried out using overhanging type discharging platform.Three-layer protection support body on traditional overhanging type discharging platform
Dissipate to dissipate branch and tear protection system and complex open, usually need to spend substantial amounts of human and material resources when construction is built, cause to build
Low construction efficiency is built, while the protection system can not integrally have enough to meet the need installation, can only be assembled before use, dismounting is transported simultaneously after use
Re-assembly, this also greatly reduces efficiency of construction, schedule delays.
The content of the invention
The technical problem to be solved in the present invention is：There is provided one kind standardization, dismounting speed is fast, it is high to be used in turn rate, constructs
Convenient, safety and firmness performance height, meets environmental protection and energy saving and green construction requirement, and popularizing application prospect is wide, has significantly economical
With the monoblock type shielded frame platform and its construction technology of social benefit.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of monoblock type shielded frame platform, including facade frame and horizontal pane, both ends between two facade frames and
Centre position is equipped with horizontal pane.
The facade frame includes two girders being vertically arranged, and the upper and lower ends of girder are equipped with connecting tube；The girder
Between be provided with facade crossbeam；Have and facade protection network is only embedded with a facade frame.
The horizontal pane includes the first auxiliary girder and the second auxiliary girder, is provided with the 3rd auxiliary girder between the first auxiliary girder, and the first of top
Suspension hook is equipped with auxiliary girder and the second auxiliary girder, horizontal protective net is embedded with horizontal pane.
Two girders in the both ends connection facade frame of first auxiliary girder.
The both ends of second auxiliary girder connect two girders adjacent in two facade frames.
A kind of construction method of monoblock type shielded frame platform comprises the following steps：
S1：Girder, the first auxiliary girder, the second auxiliary girder and facade crossbeam are fixedly connected by the way of welding, formation is encorbelmented
The main body frame of formula discharging platform；
S2：Facade protection network and horizontal protective net are respectively embedded into facade frame and horizontal pane by the way of welding；
S3：3rd auxiliary girder is welded between the first auxiliary girder；
S4：Connecting tube is welded on to the both ends of girder；
S5：Suspension hook is welded on first auxiliary girder and the second auxiliary girder on top by the way of two-sided full weld；
S6：The shielded frame assembled is hoisted to directly over reserved location with tower crane, after waiting shielded frame steady, at the uniform velocity
Designated floor position is dropped to, then connecting tube and external scaffolding are connected tightly by operating personnel；
S7：During dismounting, shielded frame is sling using tower crane, and tenses the steel wire rope of lifting, by the people that works after tension
Member removes the connection between connecting tube and external scaffolding；
S8：After dismounting, it is standby that shielded frame is hoisted to transfer place using tower crane.
Shielded frame platform can be overlapped mutually installation when handling is installed between shielded frame platform.
Beneficial effects of the present invention：
1st, shielded frame platform protects for monoblock type regularization scaffold, and overall performance is good, can be used in turn by tower crane,
Save the duration, reduce construction cost；
2nd, the present invention in shielded frame platform use, realize and unloaded by traditional overhanging type discharging platform through external scaffolding
Expect transformation of the operation to the direct discharging of circulation material, eliminate taking for feeding passage and tear open；
3rd, in the present invention shielded frame platform use, worker is without needing guiding through outrigger, you can is directly gone into material material week
In platform, the artificial loading environment of floor circulation material is improved, ensure that the personal safety of worker, while also saves artificial, drop
Low construction cost；
4th, in the present invention shielded frame platform use, save traditional overhanging unloading platform through the outstanding of external scaffolding section
Length is chosen, as shown in fig. 7, greatly reducing the torque of anchoring section after discharging platform, stress of the anchored end to floor is reduced, changes
The force-bearing situation of floor construction has been apt to it, has reached the purpose of protection structure, while also saved material, has reduced cost.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is shielded frame dimensional structure diagram of the present invention；
Fig. 2 is shielded frame front view of the present invention；
Fig. 3 is shielded frame top view of the present invention；
Fig. 4 is shielded frame side view of the present invention；
Fig. 5 is shielded frame application schematic diagram of the present invention；
Fig. 6 is shielded frame application schematic diagram of the present invention；
Fig. 7 is structural representation when overhanging type discharging platform and shielded frame of the present invention are used cooperatively.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
A kind of monoblock type shielded frame platform, including facade frame 1 and horizontal pane 2, both ends between two facade frames 1 and in
Between position be equipped with horizontal pane 2.
Facade frame 1 includes two girders 11 being vertically arranged, and the upper and lower ends of girder 11 are equipped with connecting tube 12, girder 11
Between be provided with facade crossbeam 13；Have and facade protection network 14 is embedded with only on a facade frame 1.
Horizontal pane 2 includes the first auxiliary girder 21 and the second auxiliary girder 22, and the 3rd auxiliary girder 23 is provided between the first auxiliary girder 21, top
Suspension hook 24 is equipped with first auxiliary girder 21 and the second auxiliary girder 22, horizontal protective net 25 is embedded with horizontal pane 2.Wherein, the first auxiliary girder
Two girders 11 in 21 both ends connection facade frame 1, the both ends of the second auxiliary girder 22 connect adjacent in two facade frames 1 two
Girder 11.
A kind of construction method of monoblock type shielded frame platform comprises the following steps：
S1：Girder 11, the first auxiliary girder 21, the second auxiliary girder 22 and facade crossbeam 13 are fixedly connected by the way of welding,
Form the main body frame of overhanging type discharging platform；
S2：Facade protection network 14 and horizontal protective net 25 are respectively embedded into facade frame 1 and horizontal pane 2 by the way of welding
On；
S3：3rd auxiliary girder 23 is welded between the first auxiliary girder 21；
S4：Connecting tube 12 is welded on to the both ends of girder 11；
S5：Suspension hook 24 is welded on first auxiliary girder 21 and the second auxiliary girder 22 on top by the way of two-sided full weld；
S6：The shielded frame assembled is hoisted to directly over reserved location with tower crane, as shown in figure 5, waiting shielded frame
After steady, uniform descent to designated floor position, then connecting tube 12 and external scaffolding are connected tightly by operating personnel；
S7：During dismounting, as shown in fig. 6, slinging shielded frame using tower crane, and the steel wire rope of lifting is tensed, tensed
The connection between connecting tube 12 and external scaffolding is removed by staff afterwards；
S8：After dismounting, it is standby that shielded frame is hoisted to transfer place using tower crane.
As shown in Figure 5 and Figure 6, shielded frame platform can be overlapped mutually the multiple shielded frames of installation and put down when handling is installed
Platform.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
At least one implementation of the present invention is contained in reference to specific features, structure, material or the feature that the embodiment or example describe
In example or example.In this manual, identical embodiment or example are not necessarily referring to the schematic representation of above-mentioned term.
Moreover, specific features, structure, material or the feature of description can close in any one or more embodiments or example
Suitable mode combines.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the simply explanation described in above-described embodiment and specification is originally
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.
Claims (5)
1. a kind of monoblock type shielded frame platform, including facade frame (1) and horizontal pane (2), it is characterised in that two facades
Both ends and centre position between frame (1) are equipped with horizontal pane (2)；
The facade frame (1) includes two girders (11) being vertically arranged, and the upper and lower ends of girder (11) are equipped with connecting tube
(12)；Facade crossbeam (13) is provided between the girder (11)；Have and protected only on a facade frame (1) embedded with facade
Net (14)；
The horizontal pane (2) includes the first auxiliary girder (21) and the second auxiliary girder (22), and the 3rd auxiliary girder is provided between the first auxiliary girder (21)
(23) suspension hook (24), is equipped with first auxiliary girder (21) and the second auxiliary girder (22) on top, horizontal protective is embedded with horizontal pane (2)
Net (25).
2. a kind of monoblock type shielded frame platform according to claim 1, it is characterised in that first auxiliary girder (21)
Two girders (11) in both ends connection facade frame (1).
3. a kind of monoblock type shielded frame platform according to claim 1, it is characterised in that second auxiliary girder (22)
Both ends connect two girders (11) adjacent in two facade frames (1).
4. a kind of construction method of monoblock type shielded frame platform comprises the following steps：
S1：By girder (11), the first auxiliary girder (21), the second auxiliary girder (22) and facade crossbeam (13) using welding by the way of the company of fixation
Connect, form the main body frame of overhanging type discharging platform；
S2：Facade protection network (14) and horizontal protective net (25) are respectively embedded into facade frame (1) and level by the way of welding
On frame (2)；
S3：3rd auxiliary girder (23) is welded between the first auxiliary girder (21)；
S4：Connecting tube (12) is welded on to the both ends of girder (11)；
S5：Suspension hook (24) is welded on first auxiliary girder (21) and the second auxiliary girder (22) on top by the way of two-sided full weld；
S6：The shielded frame assembled is hoisted to directly over reserved location with tower crane, after waiting shielded frame steady, uniform descent
To designated floor position, then connecting tube (12) and external scaffolding are connected tightly by operating personnel；
S7：During dismounting, shielded frame is sling using tower crane, and tenses the steel wire rope of lifting, is torn open after tension by staff
Except connection of the connecting tube (12) between external scaffolding；
S8：After dismounting, it is standby that shielded frame is hoisted to transfer place using tower crane.
A kind of 5. construction technology of monoblock type shielded frame platform according to claim 4, it is characterised in that shielded frame
Platform can be overlapped mutually installation when handling is installed between shielded frame platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242888.XA CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242888.XA CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107795133A true CN107795133A (en) | 2018-03-13 |
| CN107795133B CN107795133B (en) | 2024-03-22 |
Family
ID=61537275
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711242888.XA Active CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590149A (en) * | 2018-03-27 | 2018-09-28 | 中国建筑第八工程局有限公司 | Construction protection crosshead |
| CN109798139A (en) * | 2019-01-31 | 2019-05-24 | 中铁十四局集团建筑工程有限公司 | A kind of frame structure and its construction method suitable for the protection of huge solution cavity |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590149A (en) * | 2018-03-27 | 2018-09-28 | 中国建筑第八工程局有限公司 | Construction protection crosshead |
| CN108590149B (en) * | 2018-03-27 | 2023-11-21 | 中国建筑第八工程局有限公司 | Construction protection operation frame |
| CN109798139A (en) * | 2019-01-31 | 2019-05-24 | 中铁十四局集团建筑工程有限公司 | A kind of frame structure and its construction method suitable for the protection of huge solution cavity |
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| Publication number | Publication date |
|---|---|
| CN107795133B (en) | 2024-03-22 |
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