CN206844617U - A kind of builder's jack - Google Patents
A kind of builder's jack Download PDFInfo
- Publication number
- CN206844617U CN206844617U CN201720729380.1U CN201720729380U CN206844617U CN 206844617 U CN206844617 U CN 206844617U CN 201720729380 U CN201720729380 U CN 201720729380U CN 206844617 U CN206844617 U CN 206844617U
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- Prior art keywords
- scaffold body
- tripod
- builder
- bolt
- support
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Abstract
The utility model discloses a kind of builder's jack, it is included in the scaffold body built on the outside of construction wall, the scaffold body is supported in multiple tripod supports including hook, stock, Xuan Liang, tripod support is fixed on outer wall body by multiple bolts of upper and lower tandem, wherein at least one bolt is fixing bolt through walls, and the montant of positioning scaffold body is provided with the supporting plane beam of the gusseted.The utility model overcome using exterior wall existing for I-steel the shaped steel suspension scaffolding punch influence wall globality and flatness, increase hidden leakage defect the defects of, it is not necessary to pre-plugged part, build dismounting easily and fast.
Description
Technical field
The utility model belongs to the realm of building construction, and in particular to a kind of builder's jack.
Background technology
Traditional builder's jack is encorbelmented using I-steel shaped steel, takes inner space, I-steel shaped steel is encorbelmented need to be in floor
Interior pre-buried steel anchor ring, exterior wall, which punches, influences the globality and flatness of wall, increases hidden leakage defect.
The content of the invention
The purpose of this utility model is to provide a kind of builder's jack, the scaffold using tripod as support, three
Corner bracket is connected with wall to be fixedly connected using M20 through-wall bolts, is overcome and is punched shadow using I-steel shaped steel existing exterior wall of encorbelmenting
Ring wall globality and flatness, increase hidden leakage defect the defects of.
The purpose of this utility model is achieved through the following technical solutions：
A kind of builder's jack, it is included in the scaffold body built on the outside of construction wall, wherein, the scaffold body
It is supported in multiple tripod supports including hook, stock, Xuan Liang, tripod support is fixed by multiple bolts of upper and lower tandem
On outer wall body, wherein at least one bolt is fixing bolt through walls, on the supporting plane beam of tripod support
It is provided with the montant of positioning scaffold body.
Scheme is further：A plurality of reinforcement web member is provided between the supporting plane beam and profound beam of the tripod support,
A plurality of reinforcement web member forms multiple triangles and strengthens supporting construction, wherein at least has a reinforcement web member among supporting plane beam
Set between Duan Yuxuan beams, perpendicular to supporting plane beam.
Scheme is further：The montant is bolt column, and the welding of scaffold body lower end is provided with steel plate, set on steel plate
There is through hole, scaffold body is fixed on tripod branch by scaffold body by the way that the through hole on steel plate is inserted in into bolt column with nut
In support.
Scheme is further：The montant is steel bar column, and the welding of scaffold body lower end is provided with steel pipe, scaffold body
Scaffold body is fixed in tripod support by way of steel pipe is inserted in into steel bar column.
Scheme is further：The multiple tripod support is set along scaffold body horizontal direction interval no more than 1.5 meters
Put.
Scheme is further：At construction wall right angle corner relative two adjacent tripods supports respectively with institute
It is horizontal in 45 degree of angles settings to state construction wall.
Scheme is further：The tripod that two adjacent at construction wall right angle corner supports relative spacing
No more than 0.5 meter.
The beneficial effects of the utility model are：Overcome and punch using I-steel shaped steel existing exterior wall of encorbelmenting and influence wall
Globality and flatness, increase hidden leakage defect the defects of, it is not necessary to pre-plugged part, build dismounting easily and fast.
Below in conjunction with the accompanying drawings and embodiment is described in further detail to the utility model.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model setting structure schematic diagram at construction wall right angle corner.
Embodiment
A kind of builder's jack, as shown in figure 1, the builder's jack is included in the pin hand that the outside of construction wall 1 is built
Frame body 2, wherein, the scaffold body is supported on multiple including hooking（Vertical beam）, stock（Crossbeam）, Xuan Liang（Oblique pull beam）Three pin
In frame support 3, the vertical beam of tripod support is fixed on outer wall body by multiple bolts 4 of upper and lower tandem, wherein at least
It is fixing bolt 401 through walls to have a bolt, in the present embodiment, as shown in figure 1, tandem most on a bolt be fixation through walls
Bolt, remaining is all expansion bolt；In the supporting plane beam of tripod support（Crossbeam）On be provided with positioning scaffold sheet
The montant 301 of body.
In embodiment：In order to strengthen the support strength of tripod support, the supporting plane beam of tripod support with it is profound
A plurality of reinforcement web member 302 is provided between beam, a plurality of reinforcement web member forms multiple triangles and strengthens supporting construction, wherein at least has
One reinforcement web member 303 between supporting plane beam interlude and profound beam and be perpendicular to supporting plane beam setting.
In embodiment：The hook of tripod support, stock, Xuan Liang using angle steel, wherein, scaffold body and montant position
Connection can use two kinds of preferred schemes：
One preferred scheme is that the montant is steel bar column, and the welding of scaffold body lower end is provided with steel pipe, scaffold sheet
Scaffold body is fixed in tripod support by body by way of steel pipe is inserted in into steel bar column.Reinforcing bar can more slightly, can
To select diameter 32mm, long 150mm.
Another preferred scheme is that the montant is bolt column, and scaffold body lower end, which is welded, is provided with steel plate, on steel plate
Through hole is provided with, scaffold body is fixed on three pin by scaffold body by the way that the through hole on steel plate is inserted in into bolt column with nut
In frame support.
In construction, due to being supported using tripod, therefore the pre-buried work in wall is not according to the conventional method just had to
Word die steel, live tripod can be installed by punching, preformed hole or using former large form bolt eye, reduce wall and open
Hole, while support as needed, generally the multiple tripod support is not more than 1.5 along scaffold body horizontal direction interval
Rice is set.
In embodiment：As shown in Fig. 2 two adjacent tripod supports point relative at construction wall right angle corner
Unhorizontal in 45 degree of angle a settings with the construction wall, therefore, two adjacent tripods supports are parallel.And
And the tripod that two adjacent at the construction wall right angle corner support relative spacing is not more than 0.5 meter, two 45
The tripod drawknot of degree is fixed integral.
In embodiment：The vertical girder of tripod（Vertical beam）Using the equal leg angle of L90 × 8, crossbeam and Xuan Liang（Oblique pull beam）Adopt
With the equal leg angle of L75 × 5, reinforcement is all welded to connect using the equal leg angle of L40 × 4 with crossbeam and Xuan Liang, vertical girder with
Crossbeam and Xuan Liang are also to be welded to connect, through-wall bolt using M20 bolt.
Overhanging scaffold erection technological process：Positioning measurement → structure reserve the installation of through-wall bolt hole → shaped steel tripod →
Vertical spacer bar is welded on tripod（Montant）→ installation longitudinal sweep the floor bar and its temporary support → paving scaffold board → are erected by root
Vertical vertical rod 201, and laterally swept the floor bar → installation vertical equity bar → installation transverse horizontal bar → paving with bar fastening → installation of sweeping the floor
The large and small cross bar 202,203 of the scaffold board → installation first step → large and small cross bar of installation second step → installation off-load steel wire rope → setting
Wall-connecting piece → setting bridging → installation guard rail, the close mesh safety net of foot guard plate → extension facade（Face side and hang the big eye safety of edge sealing
Net）→ suspension scaffold operation layer completely spreads multi-layer sheet.
Claims (7)
1. a kind of builder's jack, it is included in the scaffold body built on the outside of construction wall, it is characterised in that the scaffold
Body is supported in multiple tripod supports including hook, stock, Xuan Liang, and tripod supports multiple bolt quilts by upper and lower tandem
It is fixed on outer wall body, wherein at least one bolt is fixing bolt through walls, in the supporting plane of tripod support
The montant of positioning scaffold body is provided with beam.
2. builder's jack according to claim 1, it is characterised in that the supporting plane beam of tripod support with it is profound
A plurality of reinforcement web member is provided between beam, a plurality of reinforcement web member forms multiple triangles and strengthens supporting construction, wherein at least there is one
Bar is strengthened web member and set between supporting plane beam interlude and profound beam, perpendicular to supporting plane beam.
3. builder's jack according to claim 1, it is characterised in that the montant is bolt column, under scaffold body
End welding is provided with steel plate, through hole is provided with steel plate, scaffold body by the through hole on steel plate by being inserted in bolt column spiral shell
It is female that scaffold body is fixed in tripod support.
4. builder's jack according to claim 1, it is characterised in that the montant is steel bar column, under scaffold body
End welding is provided with steel pipe, and scaffold body is fixed on tripod by scaffold body by way of steel pipe is inserted in into steel bar column
In support.
5. builder's jack according to claim 1, it is characterised in that the multiple tripod is supported along scaffold body
The setting of no more than 1.5 meters of horizontal direction interval.
6. builder's jack according to claim 1, it is characterised in that relative two at construction wall right angle corner
The adjacent tripod support is horizontal in 45 degree of angles settings with the construction wall respectively.
7. builder's jack according to claim 6, it is characterised in that two phases at construction wall right angle corner
Adjacent tripod support relative spacing is not more than 0.5 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729380.1U CN206844617U (en) | 2017-06-22 | 2017-06-22 | A kind of builder's jack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729380.1U CN206844617U (en) | 2017-06-22 | 2017-06-22 | A kind of builder's jack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844617U true CN206844617U (en) | 2018-01-05 |
Family
ID=60801518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720729380.1U Active CN206844617U (en) | 2017-06-22 | 2017-06-22 | A kind of builder's jack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844617U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805257A (en) * | 2019-11-18 | 2020-02-18 | 广西途辉建筑工程有限公司 | Flower basket overhanging type section steel bearing beam structure and construction method |
| CN111809851A (en) * | 2020-06-28 | 2020-10-23 | 中电建十一局工程有限公司 | Steel pipe triangular truss support system and construction method |
-
2017
- 2017-06-22 CN CN201720729380.1U patent/CN206844617U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805257A (en) * | 2019-11-18 | 2020-02-18 | 广西途辉建筑工程有限公司 | Flower basket overhanging type section steel bearing beam structure and construction method |
| CN110805257B (en) * | 2019-11-18 | 2022-03-15 | 广西途辉建筑工程有限公司 | Flower basket overhanging type section steel bearing beam structure and construction method |
| CN111809851A (en) * | 2020-06-28 | 2020-10-23 | 中电建十一局工程有限公司 | Steel pipe triangular truss support system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 100009 Pei Yongli No. 3, Xicheng District, Beijing Co-patentee after: BEIJING TAIWEI METAL COMPOSITION ENGINEERING Co.,Ltd. Patentee after: CHINA XINXING CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 100079 Beijing City, Fengtai District, Shun eight No. 9 Co-patentee before: BEIJING TAIWEI METAL COMPOSITION ENGINEERING Co.,Ltd. Patentee before: CHINA XINXING BUILDING ENGINEERING Corp. |
|
| CP03 | Change of name, title or address |