CN207003989U - External hanging type scaffold is climbed in one kind - Google Patents
External hanging type scaffold is climbed in one kind Download PDFInfo
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- CN207003989U CN207003989U CN201720984424.5U CN201720984424U CN207003989U CN 207003989 U CN207003989 U CN 207003989U CN 201720984424 U CN201720984424 U CN 201720984424U CN 207003989 U CN207003989 U CN 207003989U
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- scaffold
- locking device
- internal upright
- hanging type
- external hanging
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Abstract
External hanging type scaffold is climbed in one kind, belongs to building engineering field, the interior external hanging type scaffold of climbing includes internal upright, horizontal outrigger, pylon, upper locking device and lower locking device, and internal upright is arranged on the inner side of external wall；Horizontal outrigger is arranged at the top of internal upright and chooses building outside；The pylon is external hanging type scaffold, pylon be arranged on horizontal outrigger encorbelment end bottom and be fastenedly connected with it；Lower locking device is arranged in the bottom at internal upright through-flooring hole；Upper locking device is arranged in the top at internal upright through-flooring hole；Scaffold of the present utility model is without through walls and vented fire mouth, without in exterior wall box out mouth, not touching the interior outside of external wall, integral-scaffold is quick and easy for installation, and overall lifting is easy to operate, and scaffold builds saving of labor, time saving, material-saving, and scaffold is safe and reliable.
Description
Technical field
The utility model belongs to building engineering field, is related to construction scaffold, is more particularly to climbed in one kind plug-in
Formula scaffold.
Background technology
Scaffold is job site for operation and solves vertically and horizontally to transport the various supports set up.Scaffold
It is the generic term of architecture field, exterior wall, inside fitting or the higher ground that can not directly construct of floor height is generally used on construction site
Side, in order to which workmen up and down go along with sb. to guard him and high-altitude installation component etc. by operation or perimeter security net.
External wall construction scaffolding, national standard《Construction fastener type steel pipe scaffold technical specification of security》
JGJ130-2011, such as console mode scaffold maximum height is used typically to set up four floors using overhanging scaffold for 50 meters
Height, this scaffold sets up time-consuming expense material, and construction cost is high and security incident easily occurs.
The Chinese patent literature of Application No. 200610118946.3, disclose a kind of tool-type hanging integral falsework system
The construction method of system, the tool-type hanging integral falsework include scaffold unit, it is characterised in that scaffold unit includes pin
Hand cradle over sling, suspension bracket under the scaffold being connected with scaffold over sling, is provided with top walkway board, in pin in scaffold over sling
Suspension bracket is provided with bottom walkway board under hand cradle, and the bottom of suspension bracket is provided with bottom plate under scaffold.Scaffold unit after assembling passes through spiral shell
Bolt is connected with steel platform, and scaffold realizes Synchronous lifting in steel platform lifting process.All scaffold units are to the end of engineering
Reused after dismountable finishing, realize the tool of scaffold.This scaffold is suitable only for concrete shear force wall Core Walls Structure and applied
Work, and both sides do not have floor, there is the building of floor a large amount of inner sides and not applied in being constructed for reality, and external scaffolding
Highly larger, material usage is big, is not particularly suitable for the construction of assembled architecture.
The Chinese patent literature of Application No. 201620406622.9, disclose a kind of special external hanging type operation horizontal of building
Platform, including overlap joint hook, outer framework, protection wire netting, overlap joint link, pedal, inner frame, pillar, support end, overlap railing,
Building corner, retractable holder, sleeve, helical axis, expansion link, groove and support slot；The overlap joint hook is arranged on outer
Frame right centre position；The outer framework is in matrix pattern, is welded by hollow steel pipe；The protection wire netting is placed in outer
On the inside of framework；The overlap joint link is welded on centre position on the left of outer framework, with same horizontal line at overlap joint hook；The inside casing
Frame is rectangle, perpendicular to outer framework, is welded by hollow steel pipe；The pedal is laid on inner frame；The support end weldering
Posts bottom is connected on, in cylindrical shape；The retractable holder, including sleeve, helical axis, expansion link and groove.It is therein
Retractable holder, including sleeve, helical axis and expansion link are required to through walls or window, then necessary in the case of no window
Through walls, the later stage can not handle wall-through hole, be only suitable for the maintenance construction of building for having enough windows to pass through, and be not suitable for newly-built
The construction usage of engineering.
Existing new construction exterior wall scaffold, either overhanging type or external hanging type, are required for through walls or window, are not having
Can only be through walls in the case of window, cause hole on wall, post-processing get up it is pretty troublesome, especially for the outer of assembled architecture
Wall, even more it is difficult to handle, therefore, it is necessary to a kind of new technical scheme solves this problem, to meet the needs of construction.
Utility model content
Technical problem to be solved in the utility model：For existing scaffold during building construction process use
Be required for through walls or window, can only be through walls in the case of no window, cause hole on wall, post-processing get up it is pretty troublesome, especially
It is the exterior wall for assembled architecture, is even more difficult to handle, using a kind of scaffold that need not wear external wall and window, solution
The certainly constructing operation problem of external wall.
The utility model adopts the following technical scheme that：External hanging type scaffold is climbed in one kind, it is characterized in that：It is vertical including inside
Post, horizontal outrigger, pylon, lower locking device and upper locking device, the internal upright are arranged on the inner side of external wall；It is described
Horizontal outrigger is arranged at the top of internal upright and chooses building outside；The pylon is external hanging type scaffold, and pylon is arranged on
Horizontal outrigger encorbelment end bottom and be fastenedly connected with horizontal outrigger；The lower locking device is arranged in internal upright through-flooring hole
Bottom, and be fastenedly connected by fastening bolt and internal upright；The upper locking device is arranged in internal upright through-flooring hole
Top, and be fastenedly connected by fastening bolt and internal upright.
By above-mentioned design, the utility model can bring following beneficial effect：The utility model proposes one kind
Inside climb external hanging type scaffold, the use process of scaffold is without through walls and vented fire mouth, without in exterior wall box out mouth, not touching building
The interior outside of exterior wall, integral-scaffold is quick and easy for installation, and overall lifting is easy to operate, and scaffold builds saving of labor, time saving, material-saving,
Scaffold is safe and reliable, using comfortable, improves the working environment of workmen, the construction for the assembled architecture that is particularly suitable for use in.
Brief description of the drawings
The utility model is described in further detail with embodiment for explanation below in conjunction with the accompanying drawings：
Fig. 1 is the utility model first floor and top first floor plate reserved opening schematic diagram.
Fig. 2 is that the utility model integral-scaffold just fills schematic diagram.
Fig. 3 is using one layer of schematic diagram of construction after the utility model integral-scaffold just fills.
Fig. 4 is that the utility model integral-scaffold is lifted up one layer of schematic diagram.
Fig. 5 is locking device and upper locking device scheme of installation under the utility model.
In figure：Locking device, 5- upper locking devices, 6- floors hole under the horizontal outrigger of 1- internal uprights, 2-, 3- pylons, 4-
Mouthful.
Embodiment
The technical scheme in the embodiment of the utility model is carried out below in conjunction with the accompanying drawing in the utility model embodiment
Clearly and completely describe, as shown in Figures 1 to 5, the utility model proposes including internal upright 1, horizontal outrigger 2, pylon 3,
Lower locking device 4 and upper locking device 5, the internal upright 1 are arranged on the inner side of external wall；The horizontal outrigger 2 is arranged on
Simultaneously choose building outside in the top of internal upright 1；The pylon 3 is external hanging type scaffold, and it is outstanding that pylon 3 is arranged on horizontal outrigger 2
Choose the bottom at end and be fastenedly connected with horizontal outrigger 2；The lower locking device 4 is arranged under the through-flooring hole 6 of internal upright 1
Portion, and be fastenedly connected by fastening bolt and internal upright 1；The upper locking device 5 is arranged in the through-flooring hole of internal upright 1
6 top, and be fastenedly connected by fastening bolt and internal upright 1.
Embodiment one：It is adapted to the construction of cast-in-place concrete structure
Inside climb the installation method of external hanging type scaffold, this method uses in described and climbs external hanging type scaffold, specifically includes
Following steps：
Step 1: climb external hanging type scaffold in preparing
Internal upright 1 is prepared using steel profile or aluminium alloy extrusions, and the section form of internal upright 1 and size are according to technology
Standard design, which calculates, to be determined, the height of internal upright 1 determines according to the story height of construction building, at least to pass through two floors
Height, and prominent top construction flooring；Horizontal outrigger 2 is prepared using steel profile or aluminium alloy extrusions, the length of horizontal outrigger 2 according to
Practice of construction operation it needs to be determined that, the section form and size of horizontal outrigger 2 are calculated according to technical standard design and determined；Pylon
3, using conventional external hanging type scaffold, prepare lower locking device 4, it can be with internal upright 1 by fastening bolt using shaped steel
Locking, the outer profile size of lower locking device 4 are greater than the size at floor hole 6；Upper locking device 5 is prepared using shaped steel, led to
Crossing fastening bolt can lock with internal upright 1, and the outer profile size of upper locking device 5 is greater than the size at floor hole 6；
Step 2: floor hole 6 is reserved in construction
During first floor floor slab construction, floor hole 6 is being reserved by the sectional dimension of internal upright 1 close to the side of exterior wall；It is first
During the last layer floor slab construction of floor plate, floor hole 6 is being reserved by the sectional dimension of internal upright 1 close to the side of exterior wall,
And ensure the consistency from top to bottom of floor hole 6 of two floors；
Step 3: climb external hanging type scaffold in installation
After the completion of bottom two layers floor slab construction, start to climb external hanging type scaffold in installation, handling internal upright 1, from upper
Lower insertion floor hole 6, after passing through the floor hole 6 of two floors, internally the lower locking device 4 of the bottom installation of column 1, leads to
Overwinding tightly fixing bolt tightens together it with internal upright 1；Lift internal upright 1 so that the installation of the bottom of internal upright 1
Lower locking device 4 is close to the bottom of first floor floor；Install first floor floor upper locking device 5, by screw fastening bolt by its
Tightened together with internal upright 1；And ensure that inside that can be by upper locking device 5 and lower locking device 4 is stood herein
Post 1 is in each to constrained state；The upper locking device 5 of the last layer floor of first floor floor is installed, it is fastened with internal upright 1
Together, and ensure by the lower locking device 4 of upper locking device 5 and first floor floor can be herein internal upright 1 at
In each to constrained state；According to being actually needed for engineering construction, installed along external wall inner side through floor in even number
Portion's column 1, the one group of pylon 3 of corresponding installation of each two internal upright 1, each group of pylon 3 are connected to by two horizontal outriggers 2
The top of internal upright 1；This step is repeated, until climbing external hanging type scaffold installation in whole, you can for applying for this layer
Work operates；
Step 4: climb external hanging type scaffold in lifting
After the completion of the construction of this layer, external hanging type scaffold is climbed in segmentation or overall lifting, for one layer of the construction in top；Using
Conventional method, which hangs or withstood, climbs external hanging type scaffold in the entirety including internal upright 1, open the lower He of locking device 4
Upper locking device 5, sling or jack up and external hanging type scaffold is climbed in entirety to the construction station on one layer of top, according to the side of step 3
Formula installs lower locking device 4 and upper locking device 5, and the construction behaviour that external hanging type scaffold can be used to one layer of top is climbed in entirety
Make；This step is repeated, until top completes the interior of Zheng Zhuan buildings and climbs external hanging type scaffold construction usage.
Embodiment two：It is adapted to the construction of prefabricated concrete structure
Inside climb the installation method of external hanging type scaffold, this method uses in described and climbs external hanging type scaffold, specifically includes
Following steps：
Step 1 is to step 3, with embodiment one；
Step 4: climb external hanging type scaffold in lifting
After the completion of the construction of this layer, horizontal outrigger 2 is hung with tower crane, the connection opened between internal upright 1 and horizontal outrigger 2 makes two
Person separates, and horizontal outrigger 2 and pylon 3 are hoisted into top construction floor temporarily puts；At this moment prefabricated concrete structure is first installed
Exterior wall, after the external wall structure installation of prefabricated concrete structure, internal upright 1 is hung with tower crane, open lower locking device 4
With upper locking device 5, internal upright 1 is sling to the construction station on one layer of top, lower locking dress is installed in the way of step 3
Put 4 and upper locking device 5；The horizontal outrigger 2 of handling and pylon 3, make horizontal outrigger 2 and internal upright 1 be reliably connected again；In entirety
Climb the constructing operation that external hanging type scaffold can be used to one layer of top；This step is repeated, until top completes the interior of Zheng Zhuan buildings
Climb external hanging type scaffold construction usage.
External hanging type scaffold installation is climbed in entirety and removes convenient and swift, it is as follows that external hanging type scaffold process is climbed in dismounting：
Inside climb after the completion of the use function of external hanging type scaffold, you can remove in entirety and climb external hanging type scaffold, using normal
The method of rule hangs horizontal outrigger 2, opens the connection of horizontal outrigger 2 and internal upright 1, and horizontal outrigger 2 and pylon 3 are hoisted into ground
Piled up after further disassembling arrangement；Internal upright 1 is hung using the method for routine, opens lower locking device 4 and upper locking device
5, internal upright 1 is hoisted to ground, together with connecting material, locking device, piled up after collated, until interior climb external hanging type
Scaffold is removed and finished.
Climbed in dismounting after the completion of external hanging type scaffold block reserved floor hole 6 process it is as follows：
After internal upright 1 is boosted leaves floor hole 6, when floor hole 6 need not reuse, using concrete by building
Plate hole 6 blocks closely knit.
Preferable two embodiments of the utility model are the foregoing is only, are not limited to the utility model, it is right
For those skilled in the art, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and
Within principle, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (1)
1. external hanging type scaffold is climbed in one kind, it is characterized in that：Including internal upright (1), horizontal outrigger (2), pylon (3), lower lock
Tight device (4) and upper locking device (5), the internal upright (1) are arranged on the inner side of external wall；The horizontal outrigger (2) sets
Put at the top of column (1) internally and choose building outside；The pylon (3) is external hanging type scaffold, and pylon (3) is arranged on
Horizontal outrigger (2) encorbelment end bottom and be fastenedly connected with horizontal outrigger (2)；The lower locking device (4) is arranged in internal upright (1)
The bottom at through-flooring hole (6), and be fastenedly connected by fastening bolt and internal upright (1)；Upper locking device (5) arrangement
The top at column (1) through-flooring hole (6) internally, and be fastenedly connected by fastening bolt and internal upright (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720984424.5U CN207003989U (en) | 2017-08-08 | 2017-08-08 | External hanging type scaffold is climbed in one kind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720984424.5U CN207003989U (en) | 2017-08-08 | 2017-08-08 | External hanging type scaffold is climbed in one kind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003989U true CN207003989U (en) | 2018-02-13 |
Family
ID=61459242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720984424.5U Withdrawn - After Issue CN207003989U (en) | 2017-08-08 | 2017-08-08 | External hanging type scaffold is climbed in one kind |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003989U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268972A (en) * | 2017-08-08 | 2017-10-20 | 吉林建筑大学 | External hanging type scaffold and its installation method are climbed in one kind |
-
2017
- 2017-08-08 CN CN201720984424.5U patent/CN207003989U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268972A (en) * | 2017-08-08 | 2017-10-20 | 吉林建筑大学 | External hanging type scaffold and its installation method are climbed in one kind |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180213 Effective date of abandoning: 20230213 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180213 Effective date of abandoning: 20230213 |