CN207905327U - A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall - Google Patents
A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall Download PDFInfo
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- CN207905327U CN207905327U CN201820221286.XU CN201820221286U CN207905327U CN 207905327 U CN207905327 U CN 207905327U CN 201820221286 U CN201820221286 U CN 201820221286U CN 207905327 U CN207905327 U CN 207905327U
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Abstract
The utility model discloses a kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall, including external application scaffold ontology, the external application scaffold ontology includes upright bar cushion block, bar of sweeping the floor, upright bar steel base, upright bar, horizon bar, wall-connecting piece；The bottom of upright rod is equipped with and sweeps the floor bar, the horizon bar is fixed on by fastener between upright bar and multilayer longitudinally, laterally arrange formed it is latticed；The external application scaffold ontology is frame steel structure；The upright bar is using lateral arranged in rows, horizontal spacing Unequal distance arrangement；For horizon bar step pitch using asynchronous away from setting, whole lower part step pitch is less than top step pitch；It is equipped with wall-connecting piece in the external application scaffold, and is attached external application scaffold and major structure of construction or curtain wall steel truss vertical beam in host node position by wall-connecting piece.Multiple working faces can be arranged in the utility model stable structure simultaneously, can carry big load in construction；Structure energy-saving environmental protection.
Description
Technical field
The utility model is related to external application Construction Formwork ＆ Scaffold Technology fields, and in particular to a kind of based on the multiple rows of of steel truss abnormity curtain wall
Superelevation lands external application scaffold device.
Background technology
Special-shaped curtain wall engineering starts gradually to appear in China's skyscraper in recent years, due to introducing steel truss as keel knot
Structure, the strange Qu Bianhuan of curtain wall facade, traditional curtain wall nacelle construction technique cannot achieve the steel joist and panel of special-shaped curtain wall
Installation；Existing external application floor scaffolding generally uses two-row structure, and step pitch, longitudinal pitch, horizontal spacing are fixed value
Setting, scaffolding height are no more than 30 meters, cannot meet special-shaped curtain wall installation requirement, it is necessary to study new external application scaffold
The construction difficult problem that construction technology is brought large cantilever, superelevation, the surface transfer etc. that solve special-shaped curtain wall.
Utility model content
The purpose of this utility model is to solve the deficiency of above-mentioned traditional construction technique, is provided a kind of based on steel truss abnormity curtain
Multiple rows of superelevation of wall lands external application scaffold device.
To achieve the above object, the technical solution of the utility model is：It is a kind of based on the more of steel truss abnormity curtain wall
It arranges superelevation and lands external application scaffold device, including external application scaffold ontology, the external application scaffold ontology include upright bar cushion block, sweep
The thin end of the scroll, upright bar steel base, upright bar, horizon bar, wall-connecting piece；On the ground, the upright bar steel base is perpendicular for the upright bar cushion block setting
It is directly arranged on cushion block, the upright bar is mounted on upright bar steel base, and the bottom of upright rod is equipped with bar of sweeping the floor, and the horizon bar is logical
Cross fastener be fixed between upright bar and multilayer longitudinally, laterally arrange formed it is latticed；The external application scaffold ontology is frame steel
Structure；The upright bar is using lateral arranged in rows, horizontal spacing Unequal distance arrangement；Horizon bar step pitch using asynchronous away from setting,
Whole lower part step pitch is less than top step pitch；It is equipped with wall-connecting piece in the external application scaffold, and by wall-connecting piece by external application scaffold
It is attached in host node position with major structure of construction or curtain wall steel truss vertical beam.
Further, when frame body total height is more than 30 meters, the step pitch of 20 meters or less horizon bars is 1.5 meters, 20 meters or more water
The step pitch of flat bar is 1.8 meters；When frame body total height is less than or equal to 30 meters, the step pitch of horizon bar is 1.8 meters.
Further, the longitudinal pitch of the upright bar be 0.8 meter -1.8 meters between, and upright bar not with curtain wall steel truss vertical beam
Collision.
Further, the external application scaffold body upper part is not waited with curtain wall construction variation in height step-like.
Further, the external application scaffold ontology is equipped with suspension cable and the suspension cable other end and building for unloading
Agent structure connects.
A kind of multiple rows of superelevation based on steel truss abnormity curtain wall of the utility model design lands external application scaffold device, leads to
It crosses and is connected with steel truss host node using steel pipe wall-connecting piece, frame body stable structure can be kept；When construction load is set more than frame body
When counting bearing capacity, using suspension cable by external application scaffold ontology and major structure of construction structural flexibility drawknot, to external application scaffold
It is unloaded, it is ensured that external application scaffold monolithic stability；By multiple rows of Structural assignments, under close thin step pitch setting, using landing
The structure of frame so that scaffold device can carry big load, meet superelevation scaffold construction requirement；Scaffold top is without using
Upright bar and horizon bar are not arranged for part, save material, reduce dead weight, energy conservation and environmental protection.
The utility model is applicable in the construction of 50 meters or less various special-shaped curtain walls, and especially suitable evagination is more than 4 meters of Large Steel
The construction of truss keel structure abnormity curtain wall；Multiple working faces can be arranged in the utility model stable structure simultaneously, realize multiple
Working face is in working condition together, can carry material in construction, equipment, personnel, wind load, from heavy load and construction static load
Stack combinations；Structure is reliable, sets up facility, energy conservation and environmental protection.
Description of the drawings：
Fig. 1 is the structural schematic diagram of the utility model.
Specific implementation mode
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
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Figure 1, a kind of multiple rows of superelevation based on steel truss abnormity curtain wall lands external application scaffold device, including external application
Scaffold ontology 1, the external application scaffold ontology includes upright bar cushion block 11, bar 12 of sweeping the floor, upright bar steel base 131, upright bar 13, water
Flat bar 14, wall-connecting piece 15；On the ground, the upright bar steel base 131 is arranged vertically at cushion block 11 for the setting of upright bar cushion block 11
On, the upright bar 13 is mounted on upright bar steel base 131, and 13 bottom of the upright bar is equipped with bar 12 of sweeping the floor, and the horizon bar 14 is logical
Cross fastener be fixed between upright bar 13 and multilayer longitudinally, laterally arrange formed it is latticed；The external application scaffold ontology 1 is frame
Steel construction；The upright bar 13 is using lateral arranged in rows, horizontal spacing Unequal distance arrangement；14 step pitch of horizon bar uses two kinds of fixations
Step pitch is arranged, and whole lower part step pitch is less than top step pitch；It is equipped with wall-connecting piece 15 in the external application scaffold 1, and passes through wall-connecting piece
15 are attached external application scaffold 1 and major structure of construction 3 or curtain wall steel truss vertical beam 2 in host node position.
Further, when frame body total height is more than 30 meters, the step pitch of 20 meters or less horizon bars 12 is 1.5 meters, 20 meters or more
The step pitch of horizon bar 12 is 1.8 meters；When frame body total height is less than or equal to 30 meters, the step pitch of horizon bar 12 is 1.8 meters.
Further, the longitudinal pitch of the upright bar 13 be 0.8 meter -1.8 meters between, and upright bar 13 not with curtain wall steel truss
Vertical beam 2 collides.
Further, 1 top of external application scaffold ontology is not waited with curtain wall construction variation in height step-like.
Further, when load of constructing is more than global design bearing capacity, the external application scaffold ontology 1 is equipped with and is used for
The suspension cable 4 and 4 other end of suspension cable of unloading are connect with major structure of construction 3.
A kind of multiple rows of superelevation based on steel truss abnormity curtain wall of the utility model design lands external application scaffold device, leads to
It crosses and is connected with steel truss host node using steel pipe wall-connecting piece, it being capable of holding structure stabilization；Using suspension cable by external application scaffold sheet
Body and major structure of construction structural flexibility drawknot, unload external application scaffold, it is ensured that external application scaffold monolithic stability；Pass through
Multiple rows of Structural assignments, under close thin step pitch setting, using the structure of floor stand so that scaffold device can carry big load
Lotus meets superelevation scaffold construction requirement；Material, section are saved in scaffold top without using part that upright bar and horizon bar are not arranged
It can environmental protection.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, it in all respects, regarding embodiment as exemplary, and is non-limiting, the utility model
Range be indicated by the appended claims rather than the foregoing description, it is intended that meaning in the equivalent requirements of the claims will be fallen
It is embraced therein with all changes in range.
Claims (5)
1. a kind of multiple rows of superelevation based on steel truss abnormity curtain wall lands external application scaffold device, it is characterised in that：Including external application
Scaffold ontology, the external application scaffold ontology includes upright bar cushion block, bar of sweeping the floor, upright bar steel base, upright bar, horizon bar, Lian Qiang
Part；On the ground, the upright bar steel base is arranged vertically on cushion block, and the upright bar is mounted on upright bar for the upright bar cushion block setting
On steel base, the bottom of upright rod is equipped with bar of sweeping the floor, and the horizon bar is fixed on by fastener between upright bar and multilayer is longitudinal, horizontal
It is formed to arrangement latticed；The external application scaffold ontology is frame steel structure；The upright bar is using lateral arranged in rows, laterally
Spacing Unequal distance is arranged；Horizon bar step pitch is less than top step pitch using two kinds of fixed step pitch settings, whole lower part step pitch；It is described outer
With wall-connecting piece is equipped in scaffold, and external application scaffold and major structure of construction or curtain wall steel truss vertical beam are existed by wall-connecting piece
Host node position is attached.
2. a kind of multiple rows of superelevation based on steel truss abnormity curtain wall as described in claim 1 lands external application scaffold device,
It is characterized in that：When frame body total height is more than 30 meters, the step pitch of 20 meters or less horizon bars is 1.5 meters, the step of 20 meters of level above bars
Away from being 1.8 meters；When frame body total height is less than or equal to 30 meters, the step pitch of horizon bar is 1.8 meters.
3. a kind of multiple rows of superelevation based on steel truss abnormity curtain wall as described in claim 1 lands external application scaffold device,
It is characterized in that：Between the longitudinal pitch of the upright bar is 0.8 meter -1.8 meters, and upright bar is not collided with curtain wall steel truss vertical beam.
4. a kind of multiple rows of superelevation based on steel truss abnormity curtain wall as described in claim 1 lands external application scaffold device,
It is characterized in that：The external application scaffold body upper part does not wait with curtain wall construction variation in height step-like.
5. a kind of multiple rows of superelevation based on steel truss abnormity curtain wall as described in claim 1 lands external application scaffold device,
It is characterized in that：When load of constructing is more than global design bearing capacity, the external application scaffold ontology is equipped with for the oblique of unloading
Drag-line, and the suspension cable other end is connect with major structure of construction.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820221286.XU CN207905327U (en) | 2018-02-08 | 2018-02-08 | A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall |
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| CN201820221286.XU CN207905327U (en) | 2018-02-08 | 2018-02-08 | A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall |
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| CN207905327U true CN207905327U (en) | 2018-09-25 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149908A (en) * | 2018-02-08 | 2018-06-12 | 安徽安兴装饰工程有限责任公司 | A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149908A (en) * | 2018-02-08 | 2018-06-12 | 安徽安兴装饰工程有限责任公司 | A kind of multiple rows of superelevation landing external application scaffold device based on steel truss abnormity curtain wall |
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