CN207314892U - One kind aids in huge pillar height sky to face side construction external hanging type protective platform - Google Patents
One kind aids in huge pillar height sky to face side construction external hanging type protective platform Download PDFInfo
- Publication number
- CN207314892U CN207314892U CN201720931539.8U CN201720931539U CN207314892U CN 207314892 U CN207314892 U CN 207314892U CN 201720931539 U CN201720931539 U CN 201720931539U CN 207314892 U CN207314892 U CN 207314892U
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- Prior art keywords
- keel
- steel
- corner upright
- hanging type
- construction
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Abstract
The utility model discloses one kind to aid in huge pillar height sky to face side construction external hanging type protective platform, including centre keel and corner upright arranged in parallel, connected between the centre keel and corner upright by interior cross bar, and centre keel is connected with the outside of corner upright by mesh sheet, the interior cross bar is equipped with keel plate, and the keel plate bottom is sealed using interior bridging piece and turnover panel；The keel plate is connected by adjustable drawbar with exterior girder steel, and the corner upright bottom is connected by steel wire rope with the reinforcing bar anchor ear of exterior girder steel.The utility model is mainly used for the huge column corner construction protection in high-altitude, ensure construction safety, meet construction speed, avoid generation fire and falling object from high altitude from hurting sb.'s feelings, damage formal matter part, totally enclosed type climbing frame is set up compared to tradition, it is flexible that the utility model sets up mode, short construction period, raw material and cost of labor can be reduced, improve construction efficiency.
Description
Technical field
Technical field of building construction is the utility model is related to, more particularly to a kind of huge pillar height sky of auxiliary faces side construction external hanging type
Protective platform.
Background technology
When constructing in the prior art on high-altitude Ju Zhulin sides, a circle protective equipment generally is built around building, and then
Realize that fully-enclosed safe protects, prevent falling for peripheral construction personnel and falling for architecture enclosing construction material.However, in reality
In the work progress of border, when carrying out peripheral side column concrete formwork construction, it is only necessary to carry out list for the side column of architecture enclosing
Solely protection.Built using fully-enclosed safe protective equipment and not only greatly improve the cost of raw material and human cost, and taken
The time built is longer, installation, dismounting and mobile and its inconvenience, it is likely that can spin out construction period, in turn result in the economy of bigger
Loss, more important is still have great security risk during climbing frame is built.
Utility model content
The utility model aim is that providing a kind of huge pillar height sky of auxiliary faces side construction external hanging type protective platform, existing to solve
There is building for totally-enclosed protective equipment in technology not only to greatly improve the cost of raw material and human cost, and the time built
It is longer, the problem of installing, dismantle and is mobile and its inconvenient.
To achieve the above object, the technical solution of the utility model is：
One kind aids in huge pillar height sky to face side construction external hanging type protective platform, including centre keel 1 arranged in parallel and turns
Corner post 2, is connected between the centre keel 1 and corner upright 2 by interior cross bar 3, and centre keel 1 and the outside of corner upright 2 are logical
Mesh sheet connection is crossed, the interior cross bar is equipped with keel plate 4, and 4 bottom of keel plate is sealed using interior bridging piece and turnover panel；
The keel plate 4 is connected by adjustable drawbar 101 with exterior girder steel, and 2 bottom of corner upright passes through steel wire rope
201 are connected with the reinforcing bar anchor ear of exterior girder steel.
Further, the adjustable drawbar 101 is formed by screw rod and with the connecting rod that screw rod both ends are connected；Exterior girder steel
For H profile steel, the H profile steel bottom part down is equipped with level board 102, and H profile steel bottom both ends are connected equipped with briquetting 103 with level board,
The keel plate 4 is connected by adjustable drawbar 101 with level board 102.
Further, the steel wire rope 201 is 15 steel wire ropes of Φ, when steel wire rope is using knitting affixed, the length of knitted member
Degree cannot be less than 20 times of wirerope diameter, and no less than 300mm.
Further, 4 vertical direction of the keel plate distance is 2000mm.
The utility model has the advantages that：
The utility model is mainly used for the huge column corner construction protection in high-altitude, ensures construction safety, meets construction speed, keeps away
Exempt from that fire occurs and falling object from high altitude hurts sb.'s feelings, damages formal matter part, totally enclosed type climbing frame, the utility model side of setting up are set up compared to tradition
Formula is flexible, short construction period, can reduce raw material and cost of labor, improves construction efficiency.
The utility model keel plate is connected by adjustable drawbar with exterior girder steel, can effectively strengthen overall stability and peace
Quan Xing；Corner upright bottom is connected by steel wire rope with the reinforcing bar anchor ear of exterior girder steel, plays off-load safety effect.
In addition to objects, features and advantages described above, the utility model also has other purposes, feature and excellent
Point.Below with reference to figure, the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is oblique two side view of the utility model；
Fig. 3 is the utility model side view；
Fig. 4 is the utility model level board and girder steel connection relation view；
Fig. 5 is the utility model corner upright and girder steel connection relation view；
In figure：1- centre keels, 101- adjustable drawbars, 102- level boards, 103- briquettings；2- corner uprights, 201- steel wire ropes；
Cross bar in 3-, 4- keel plates, 5- mesh sheet.
Embodiment
The utility model and its embodiment are described in further detail below in conjunction with attached drawing：
One kind aids in huge pillar height sky to face side construction external hanging type protective platform, including centre keel 1 arranged in parallel and turns
Corner post 2, is connected between the centre keel 1 and corner upright 2 by interior cross bar 3, and centre keel 1 and the outside of corner upright 2 are logical
Mesh sheet connection is crossed, the interior cross bar is equipped with keel plate 4, and 4 bottom of keel plate is sealed using interior bridging piece and turnover panel；
The keel plate 4 is connected by adjustable drawbar 101 with exterior girder steel, and 2 bottom of corner upright passes through steel wire rope
201 are connected with the reinforcing bar anchor ear of exterior girder steel.
Walkway board, protection turnover panel use anti-skid design steel plate, have the characteristics that high intensity, combustion, impact resistance absolutely are durable,
It is particularly suitable for the external wall construction protection of super-high storied building heavy construction.Inside choose and widen that walkway board combination is simple, intensity is high, be conducive to
The reduction of medial gap, easy to safe construction.Facade sealing is combined using punching mesh sheet through keel lead frame, has corrosion resistant
Erosion, absolutely combustion, shock resistance feature.
The utility model installation steps are：Set up the paralell being made of centre keel, corner upright and interior cross bar and do water
Heibei provincial opera is whole → laydown plate → installation centre keel → plus auxiliary support bar and brace → horizontal rigidity drawknot → installation second
Road keel plate → first of installation safety vertical net → installation centre keel → continuous spelling frame body is untill installing 2 layers of each group frame
→ continuous spelling frame body is untill installation is complete each group frame；During construction, first the utility model is lifted in place with tower crane, it is fixed
After good bottom screw rod through walls and top anti-tilt device, check it is errorless can just carry out normal construction protection, the utility model can
Suspension centre is set on centre keel easy to lifting.
The utility model bottom sets fixing piece to be used to be fixedly connected with the embedded hole of building, and embedded hole is located at floor face
On, each platform buries four built-in pipes by design position center line；Using the through-wall bolt of M32, due to building floor gap
There is variation in the plan-position of plate, and the position of embedded hole should be determined using building axle center as standard；Embedded hole plan-position will
Ask and reserve schematic diagram by scheme and determine；Built-in pipe must be firm with binding reinforcing bars, in order to avoid askew or displacement is shaken when pouring concrete.
The adjustable drawbar 101 is formed by screw rod and with the connecting rod that screw rod both ends are connected；Exterior girder steel is H profile steel,
The H profile steel bottom part down is equipped with level board 102, and H profile steel bottom both ends are connected equipped with briquetting 103 with level board, the keel
Plate 4 is connected by adjustable drawbar 101 with level board 102.
The steel wire rope 201 is 15 steel wire ropes of Φ, and when steel wire rope is using knitting affixed, the length of knitted member cannot be less than
20 times of wirerope diameter, and no less than 300mm, when working out steel wire rope, in strict accordance with《Building machinery technology rule safe to use
Model》JGJ33-2012 is worked out, and when being connect using rope fixing, rope card spacing should be 6 times of -7 times of wirerope diameters, last rope card
Length away from fag end cannot be less than 140mm.Restrict card saddle should when steel wire rope carries stress side, U bolt should be in steel wire
The tail end of rope, positive and negative must not interlock.It after rope card is first fixed, should again be fastened after steel wire rope stress, and preferably be tightened to and make tail
Diameter height, which flattens, at the steel wire rope compression of end answers running check to fasten situation in 1/30 operation.
4 vertical direction of the keel plate distance is 2000mm.
Parts list is as follows needed for the utility model：
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the present invention, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on, should be included within the scope of protection of this utility model.
Claims (4)
1. one kind aids in huge pillar height sky to face side construction external hanging type protective platform, it is characterised in that is erected including arranged in parallel
Keel (1) and corner upright (2), are connected between the centre keel (1) and corner upright (2) by interior cross bar (3), and centre keel
(1) connected with the outside of corner upright (2) by mesh sheet, the interior cross bar is equipped with keel plate (4), keel plate (4) bottom
Sealed using interior bridging piece and turnover panel；
The keel plate (4) is connected by adjustable drawbar (101) with exterior girder steel, and corner upright (2) bottom passes through steel wire
Rope (201) is connected with the reinforcing bar anchor ear of exterior girder steel.
2. the huge pillar height sky of auxiliary according to claim 1 faces side construction external hanging type protective platform, it is characterised in that it is described can
Pull rod (101) is adjusted to be formed by screw rod and with the connecting rod that screw rod both ends are connected；Exterior girder steel is H profile steel, the H profile steel bottom
Lower section is equipped with level board (102), and H profile steel bottom both ends are connected equipped with briquetting (103) with level board, and the keel plate (4) passes through
Adjustable drawbar (101) is connected with level board (102).
3. the huge pillar height sky of auxiliary according to claim 1 faces side construction external hanging type protective platform, it is characterised in that the steel
Cord (201) is 15 steel wire ropes of Φ, and when steel wire rope is using knitting affixed, the length of knitted member cannot be less than wirerope diameter
20 times, and no less than 300mm.
4. the huge pillar height sky of auxiliary according to claim 1 faces side construction external hanging type protective platform, it is characterised in that the dragon
Hone lamella (4) vertical direction distance is 2000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720931539.8U CN207314892U (en) | 2017-07-28 | 2017-07-28 | One kind aids in huge pillar height sky to face side construction external hanging type protective platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720931539.8U CN207314892U (en) | 2017-07-28 | 2017-07-28 | One kind aids in huge pillar height sky to face side construction external hanging type protective platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314892U true CN207314892U (en) | 2018-05-04 |
Family
ID=62434057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720931539.8U Expired - Fee Related CN207314892U (en) | 2017-07-28 | 2017-07-28 | One kind aids in huge pillar height sky to face side construction external hanging type protective platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314892U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
-
2017
- 2017-07-28 CN CN201720931539.8U patent/CN207314892U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180504 Termination date: 20190728 |