CN207484941U - A kind of closed cover of the outer builder's jack of architectural engineering - Google Patents
A kind of closed cover of the outer builder's jack of architectural engineering Download PDFInfo
- Publication number
- CN207484941U CN207484941U CN201721586663.1U CN201721586663U CN207484941U CN 207484941 U CN207484941 U CN 207484941U CN 201721586663 U CN201721586663 U CN 201721586663U CN 207484941 U CN207484941 U CN 207484941U
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- China
- Prior art keywords
- jack
- cover board
- building body
- builder
- cover
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 238000010276 construction Methods 0.000 abstract description 20
- 239000000463 material Substances 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 6
- 239000004035 construction material Substances 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 description 5
- 230000023298 conjugation with cellular fusion Effects 0.000 description 5
- 238000005755 formation reaction Methods 0.000 description 5
- 230000013011 mating Effects 0.000 description 5
- 230000021037 unidirectional conjugation Effects 0.000 description 5
- 239000002699 waste material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001340 slower Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model is related to building engineering fields, specifically, it is a kind of closed cover of the outer builder's jack of architectural engineering, including the horizontal cover board being horizontally fixed on outer builder's jack, the horizontal cover board closes on building body side and is hingedly connected with inclined cover plate, and inclined cover plate turns to the two kinds of positions ridden against on building body or far from building body around its articulated shaft with horizontal cover board;Inclined cover plate can turn to the gap closed between outer builder's jack and building body relative to horizontal cover board, play the role of construction material, rubbish etc. is avoided to fall that lower part personnel are damaged from gap site, and it can easily turn to the construction that obliquity makes building body leakage facilitate secondary structure, the middle cover board formed using fragmentary board material splice compared with the prior art, the closed cover of the utility model have the advantages that easy to use, raising installation effectiveness.
Description
Technical field
The utility model is related to building engineering fields, are a kind of closings of the outer builder's jack of architectural engineering specifically
Cover board.
Background technology
Present skyscraper is more and more, in order to ensure that the execution conditions of Construction of High-rise and safety are gone along with sb. to guard him, outer overhanging foot
Hand cradle is almost seen everywhere.Outer general 3~5 layers of builder's jack starts setting up, and every 5~6 layers are done one layer of primary overhanging and setting
Overhang I-steel, which is defined as overhang layer.Usually building outer builder's jack and building
There are gap (generally 20~50cm) between outer boundary, occur that personnel fall or object falls and hurts sb.'s feelings in order to prevent, need pair
Overhang layer carries out totally-enclosed, first layer particularly from bottom to top.
In the prior art, mainly using envelope of the fragmentary plank as gap between outer builder's jack and building outer boundary
Cover board is closed, the quantities of mating formation of the closed cover is very big, also extremely time-consuming and laborious when needing to remove;Such closed cover, by
It is formed in the board material splice for employing fragmentary, there are certain security risks;Meanwhile the closed cover being spliced can not be realized
The secondary use of material;Due to the arrangement of working procedure, the closed cover at same position is needed to remove the secondary knot of progress
The construction of structure, and also need to re-start the installation of closed cover during closed for second time, therefore material and cost of labor are higher.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of closed cover of builder's jack outside architectural engineering,
Cost of labor and spillage of material during the installation of reduction overhanging closed cover, dismounting and secondary installing, improve and overhang closing
The efficiency of mating formation of cover board.
To achieve these goals, the utility model is achieved using following technical scheme:It is outstanding outside a kind of architectural engineering
The closed cover of outrigger scaffold, including the horizontal cover board being horizontally fixed on outer builder's jack, the horizontal cover board closes on
Building body side is hingedly connected with inclined cover plate, and inclined cover plate turns to around its articulated shaft with horizontal cover board and rides against building
In main body or two kinds of positions far from building body.
Preferably, the outside builder's jack side of the building body is extended with I-steel, the I-steel upper berth
Scaffold cross bar and scaffold vertical pole equipped with arranged crosswise in the horizontal direction and from building body spaced apart foot outward
Hand cradle upright bar, the horizontal cover board is fixed on scaffold cross bar and scaffold vertical pole intersects in the braced frame formed.
Preferably, one end of the inclined cover plate closes on the side, another of building body by being hingedly attached to horizontal cover board
One end is in free shape and turns to and rides against on building body or turn to concordant with scaffold upright rod and be fixed on outer overhanging foot
In hand cradle, the hinge at least includes two.
Preferably, the inclined cover plate is worn for iron wire equipped with the through-hole through plate face and is even hanged fixed to building body or outside
On outrigger scaffold.
Preferably, the horizontal cover board is fixed on scaffold cross bar or scaffold vertical pole equipped with mounting hole for iron wire
On.
Compared with prior art, the utility model has following technique effect:
1st, the closed cover provided by the utility model suitable for the outer builder's jack of architectural engineering, inclined cover plate can be opposite
The gap closed between outer builder's jack and building body is turned in horizontal cover board, plays and avoids construction material, rubbish etc.
It falls from gap site the effect that lower part personnel are damaged, and can easily turn to obliquity to make building body
The construction for facilitating secondary structure is leaked out, compared with the prior art the middle cover board formed using fragmentary board material splice, the utility model
Closed cover have the advantages that it is easy to use, improve installation effectiveness;
2nd, closed cover provided by the utility model realizes that external builder's jack is led with building by rotating inclined cover plate
The closing and leakage in gap, the closed cover repeat utilization between body, reduce the loss of material;Compared in high-altitude
It is middle to carry out mating formation for fragmentary plank, the security risk for being laid with closed cover is not only reduced, while improve the paving of closed cover
Efficiency is filled, accelerates construction speed.
Description of the drawings
Fig. 1 is the sectional view of the outer builder's jack closed cover of architectural engineering described in the utility model;
Fig. 2 is the vertical view of the outer builder's jack closed cover of architectural engineering described in the utility model;
Fig. 3 is the schematic diagram of closed cover described in the utility model;
Figure label explanation:1- building bodies, 2- I-steel, 3- secondary structures, the horizontal cover boards of 10-, 11- mounting holes, 20-
Inclined cover plate, 21- through-holes, 30- braced frames, 31- scaffold cross bars, 32- scaffold vertical poles, 33- scaffold upright rods, 40- hinges
Chain.
Specific embodiment
In order to be easy to understand technical means, creative features, achievable purpose and effectiveness of the utility model, under
Face combines and is specifically illustrating, and furthers elucidate the utility model.
As shown in Figure 1, 2, the utility model provides a kind of closed cover of the outer builder's jack of architectural engineering, including water
The flat horizontal cover board 10 being fixed on outer builder's jack, the horizontal cover board 10 close on the articulated connection of 1 side of building body
Have an inclined cover plate 20, inclined cover plate 20 turned to around its articulated shaft with horizontal cover board 10 ride against it is on building body 1 or separate
Two kinds of positions of building body 1.
In the prior art, between outer builder's jack and building body 1 there are gap, the gap generally in 20-50cm,
Personnel, construction material or rubbish etc. occur in order to prevent to fall from gap site, needs to close the gap.It is common to do
Method is fixed on outer builder's jack using fragmentary plank, and such closed operation is aerial in height, and construction volume is very big, not only
Security risk is high, and time-consuming and laborious, secondary can not often be used for the material of closing gap, to the outer of building body 1
Side closed cover must be removed to vacate operation side during the construction of secondary structure 3, and secondary structure 3 is completed
It needs to do gap closed for second time again after construction, construction personnel carries out mating formation for closed cover again again, greatly slows down
Construction speed.Closed cover provided by the utility model for the outer builder's jack of architectural engineering, inclined cover plate 20 can phase
The gap closed between outer builder's jack and building body 1 is turned to horizontal cover board 10, plays the role of protection, is needing
Carry out secondary structure 3 construction when, the inclined cover plate 20 can relative level cover board 10 turn to expose gap, i.e., do not interfere two
20 relative level cover board 10 of inclined cover plate after completing to construct, is turned to above-mentioned of closing by the construction operation of secondary structure 3 again
Gap again serves to the effect of protection.The closed cover is easy to use, compared with the prior art by the way of fragmentary board material splice
Closed cover is formed, reduces spillage of material;The closed cover is easy for installation simultaneously, and fragmentary plank is carried out compared in high-altitude
Splicing reduce security risk, improve the efficiency of mating formation of closed cover, accelerate construction speed.
Further, the 1 outside builder's jack side of building body is extended with I-steel 2, the I-steel 2
On be equipped with the scaffold cross bar 31 of arranged crosswise in the horizontal direction and scaffold vertical pole 32 and from building body 1 to outer room
Every the scaffold upright rod 33 of arrangement, the horizontal cover board 10 is fixed on scaffold cross bar 31 and scaffold vertical pole 32 intersects
In the braced frame 30 of composition.The setting of I-steel 2 makes the outer builder's jack stable structure, and intensity reaches demand.
Further, it is described as inclined cover plate in the utility model 20 and a kind of connection mode of horizontal cover board 10
One end of inclined cover plate 20 by hinge 40 be connected to horizontal cover board 10 close on the side of building body 1, the other end in free shape simultaneously
It turns to and rides against on building body 1 or turn to concordant with scaffold upright rod 33 and be fixed on outer builder's jack, it is described
Hinge 40 include at least there are two.
Further, the inclined cover plate 20 wears for iron wire equipped with the through-hole 21 through plate face and is even fixed to building body
On 1 or outer builder's jack.
In the utility model, the horizontal cover board 10 be equipped with mounting hole 11 for iron wire be fixed on scaffold cross bar 31 or
On scaffold vertical pole 32.
With reference to shown in Fig. 3, the mounting hole 11 on horizontal cover board 10 described in the utility model is in close on interval cloth two-by-two
It puts, is fixed on outer builder's jack with iron wire in this way, facilitating.
As the overhang layer of an architectural engineering, work progress is as follows:
S1, builder's jack outside lower floor is set up, the construction for substrustion main body 1 provides execution conditions and safety is gone along with sb. to guard him;
S2, substrustion main body 1 are constructed, including frame column, beam, shear wall, cast-in-place walls;
S3, after the concrete strength of substrustion main body 1 is met the requirements, setting overhanging I-steel 2 simultaneously be fixed;
S4, this layer of scaffold upright rod 33, scaffold cross bar 31, scaffold vertical pole 32 are set up on the basis of I-steel 2;
The construction of S5, this layer of building body, include frame column, beam, shear wall, cast-in-place walls;
The making and installation of S6, closed cover:
S6.1 utilizes BIM (Building Information Model) technology pair according to floor level and the physical location of outer builder's jack
Closed cover carries out turning over sample, determines the dimensions of each position closed cover of full floor, closed cover is mainly by horizontal cover board 10
It is formed with inclined cover plate 20;
The concentration that S6.2 carries out closed cover using waste and old plank makes and processes, it is ensured that processing and making precision satisfaction are turned over
The requirement of sample;
Horizontal cover board 10 described in S6.3 is equipped with closes on spaced apart mounting hole 11 two-by-two, using iron wire by horizontal cover
Plate 10 is fixed with scaffold cross bar 31 and scaffold vertical pole 32;
Inclined cover plate 20 is affixed on horizontal cover board 10 by S6.4 using hinge, and 30- is divided between the setting of hinge 40
50cm;
Through-hole 21 is provided on the projecting end of inclined cover plate 20 described in S6.5, when the inclined cover plate 20 rides against down
On layer building body 1, inclined cover plate 20 is connect fixation with substrustion main body 1 using iron wire;
S7, after there are secondary execution conditions, the sundries in inclined cover plate 20 is cleared up, unclamps inclined cover plate 20 and substrustion
The connection of main body 1 rotates inclined cover plate 20 and fixes itself and outer builder's jack, and inclined angle is ensured in secondary construction
No-sundries or building waste fall;
S8, secondary construction is carried out, after secondary construction is completed, unclamps the company between inclined cover plate 20 and outer builder's jack
It connects, and the inclined cover plate 20 is affixed on secondary structure 3, it, will according to the construction of construction party in the utility model
Ask, can be repeated multiple times start inclined cover plate 20;
S9, synchronize that carry out the dismounting of closed cover, recycling, size modification, repairing laggard according to the dismounting progress of scaffold
Row secondary use.
Waste and old template is carried out by BIM technology to turn over sample processing, the ratio of briquetting of waste and old template is improved, saves to the greatest extent
Material and cost of labor are saved.
The characteristics of basic principle, main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Only illustrate the principle of the utility model, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen in claimed the scope of the utility model.This practicality is new
The range that type is claimed is defined by the appending claims and its equivalent thereof.
Claims (5)
1. a kind of closed cover of the outer builder's jack of architectural engineering, it is characterised in that:Including being horizontally fixed on outer overhanging foot hand
Horizontal cover board (10) on frame, the horizontal cover board (10) close on building body (1) side and are hingedly connected with inclined cover plate
(20), inclined cover plate (20) is turned to around its articulated shaft with horizontal cover board (10) rides against on building body (1) or far from building
Build two kinds of positions of main body (1).
2. the closed cover of the outer builder's jack of architectural engineering according to claim 1, it is characterised in that:The building
Main body (1) is extended with I-steel (2) in builder's jack side outward, and the I-steel is equipped in the horizontal direction on (2)
The scaffold cross bar (31) and scaffold vertical pole (32) of arranged crosswise and from building body (1) outward spaced apart scaffold
Upright bar (33), the horizontal cover board (10) is fixed on scaffold cross bar (31) and scaffold vertical pole (32) intersects what is formed
In braced frame (30).
3. the closed cover of the outer builder's jack of architectural engineering according to claim 1, it is characterised in that:The inclination
One end of cover board (20) is connected to horizontal cover board (10) by hinge (40) and closes on the side of building body (1), the other end in freely
Shape simultaneously turns to and rides against on building body (1) or turn to concordant with scaffold upright rod and be fixed on outer builder's jack,
The hinge (40) is including at least there are two.
4. the closed cover of the outer builder's jack of architectural engineering according to claim 1, it is characterised in that:The tilt cover
Plate (20) is worn even for iron wire fixed on building body (1) or outer builder's jack equipped with the through-hole (21) through plate face.
5. the closed cover of the outer builder's jack of architectural engineering according to claim 1, it is characterised in that:The level
Cover board (10) is fixed on for iron wire on scaffold cross bar (31) or scaffold vertical pole (32) equipped with mounting hole (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721586663.1U CN207484941U (en) | 2017-11-23 | 2017-11-23 | A kind of closed cover of the outer builder's jack of architectural engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721586663.1U CN207484941U (en) | 2017-11-23 | 2017-11-23 | A kind of closed cover of the outer builder's jack of architectural engineering |
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Publication Number | Publication Date |
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CN207484941U true CN207484941U (en) | 2018-06-12 |
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CN201721586663.1U Expired - Fee Related CN207484941U (en) | 2017-11-23 | 2017-11-23 | A kind of closed cover of the outer builder's jack of architectural engineering |
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CN (1) | CN207484941U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236606A (en) * | 2020-03-30 | 2020-06-05 | 淮安市博彦土木工程科学研究院有限公司 | Isolation system of overhanging scaffold |
-
2017
- 2017-11-23 CN CN201721586663.1U patent/CN207484941U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236606A (en) * | 2020-03-30 | 2020-06-05 | 淮安市博彦土木工程科学研究院有限公司 | Isolation system of overhanging scaffold |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180612 Termination date: 20181123 |