CN208763387U - A kind of builder's jack - Google Patents
A kind of builder's jack Download PDFInfo
- Publication number
- CN208763387U CN208763387U CN201821244000.6U CN201821244000U CN208763387U CN 208763387 U CN208763387 U CN 208763387U CN 201821244000 U CN201821244000 U CN 201821244000U CN 208763387 U CN208763387 U CN 208763387U
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- China
- Prior art keywords
- upright bar
- bar
- drawknot
- scaffold
- support rail
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Abstract
The utility model relates to technical field of building construction, specifically a kind of builder's jack, independent scaffold cell cube that is identical including several structures and being sequentially connected is constituted, each scaffold unit body sets up connection on the outside of floor edge, three floor faces are supported, the scaffold unit body includes that support rail, upright bar, pre-buried drawknot upright bar, cross bar, hound, shore and close mesh safety net are constituted；It is the utility model structure novel, simple, design is reasonable, it can be used in building and vertically choose absolutely empty tall and big, variation plane Zhongting, scaffold can realize construction site assembly and disassembly, carry out section construction, and it is simple to dismantle fast operating, save material turnover, it is time saving and energy saving, shorten construction period, reduces construction cost.
Description
[technical field]
The utility model relates to technical field of building construction, specifically a kind of builder's jack.
[background technique]
With the development of society, domestic construction decoration industry also continues to develop therewith, the technology of engineering construction is also continuous
Promotion.At the construction field (site), in order to eminence vertical construction operation facilitate operation and solve vertical-horizontal transport, usually can all take
If various brackets, and the scaffold being generally commonly called as.
Currently, the material of scaffold production usually has bamboo and wood, steel pipe or synthetic material etc., and the realm of building construction mesh
The scaffold of preceding construction mainly uses steel pipe, connection card and other component to be set up according to scheduled specification, to realize
Meet the needs of vertical and horizontal construction.
As what architectural appearance and structure designed makes rapid progress, indoor Architectural Style is also varied, especially
The hollow Zhongting of the large space high-storey of rising in recent years designs, the appearance of these designs, to the decoration in atrium overhanging face
Decoration construction is put forward new requirements, and especially atrium height is more than 50 meters of high spatial, is not overlapped with contiguous floors plane
Facade abnormal shape Zhongting etc., the setting up and have different requirement for construction scaffold in decoration construction.However, current
When the conventional scaffold used now is constructed, need to need the part constructed to set up full hall foot hand, occupied space in Zhongting
Greatly, complicated for operation, for the scaffold of high spatial, support the system of dead weight excessively huge, it is time-consuming and laborious to take material, also greatly
It is big to influence construction speed, increase construction cost.Such as shown in Fig. 1,2 layers and 38 layers of Zhongting floor edge line difference approximate dimensions point
Not Wei 3500mm, 2525mm, 2790mm, traditional handicraft can only set up scaffold in dash area, and take 38 always from one layer
Floor plate face, scaffold are to set up layer by layer, and setting up total height is 145 meters, and does not ensure that the scaffold set up closes on every layer
The edge of floor, it cannot be guaranteed that the safety of constructing operation and transport material.38 floor plates can be significantly found out from Fig. 2 sectional view
The place difference 2077mm of face edge and 2 floor plate face edges the 1-1 section in Fig. 1, scaffold upright rod can be close to second floor building
Edges of boards edge is set up, but when rise to 38 layers, is still differed with a distance from 2077mm from floor face, be unable to satisfy construction personnel's
Normal construction distance.
[utility model content]
The purpose of this utility model seeks to solve above-mentioned deficiency, and provides a kind of builder's jack, can be used in building
It builds object and vertically chooses absolutely empty tall and big, variation plane Zhongting, scaffold can realize construction site assembly and disassembly, is segmented
Construction, and disassembly fast operating is simple, saves material turnover, it is time saving and energy saving, shorten construction period, reduces construction cost.
A kind of builder's jack is designed to achieve the above object, and the independent foot that is sequentially connected identical including several structures
Hand cradle cell cube is constituted, and each scaffold unit body sets up connection on the outside of floor edge, supports three floor faces, described
Scaffold unit body includes support rail, upright bar, pre-buried drawknot upright bar, cross bar, hound, shore and close mesh safety net, institute
State floor face I 1, floor face II 2, floor face III 3 outer end be respectively equipped with pre-buried drawknot upright bar I 19, pre-buried drawknot upright bar II 14
And pre-buried drawknot upright bar III 8, interior shore 21, outer shore 20 are connected between the floor face I 1 and floor face II 2, it is described interior
Shore 21, outer shore 20 connect support rail I 15 by fastener, and the I 15 front end position of support rail is connected by fastener
Internal layer upright bar 5, outer layer upright bar 6 and hound 16 are connect, the lower end of the hound 16 connects pre-buried drawknot upright bar I by fastener
19, the internal layer upright bar 5 and outer layer upright bar 6 are equipped with equally distributed small cross bar 11, and the internal layer upright bar 5 passes through drawknot bar II
13, drawknot bar III 10 is separately connected pre-buried drawknot upright bar II 14, pre-buried drawknot upright bar III 8, the internal layer upright bar 5, outer layer upright bar 6
Upper-end part of driving support rail II 4 is connected by fastener, the support rail II 4 connects pre-buried drawknot upright bar III 8 by fastener,
It is respectively equipped on support rail I 15, small cross bar 11 and support rail II 4 between the internal layer upright bar 5 and outer layer upright bar 6 uniformly
The leger 9 of distribution is equipped with close mesh safety net 12 on the outside of the outer layer upright bar 6.
Further, cross bar 17 is connected by fastener on the hound 16.
Further, the outer layer upright bar 6 is equipped with equally distributed railing 7.
Further, scissors strut 22 is equipped on the outside of the outer layer upright bar 6.
The utility model is compared with the existing technology, structure novel, simple, and design rationally, can be used in building and vertically choose
Absolutely empty tall and big, variation plane Zhongting, scaffold can realize construction site assembly and disassembly, carry out section construction, and tear open
It is simple to unload fast operating, saves material turnover, it is time saving and energy saving, shorten construction period, reduces construction cost.
[Detailed description of the invention]
Fig. 1 is existing floor level dislocation schematic diagram；
Fig. 2 is 1-1 section elevational schematic view in Fig. 1；
Fig. 3 is the utility model scaffold building plan-position schematic diagram；
Fig. 4 is 2-2 section elevational schematic view in Fig. 3；
Fig. 5 is the scaffold unit body section elevational schematic view of the utility model；
Fig. 6 is the scaffold unit body side surface schematic diagram of the utility model.
In figure: 1, floor face I, 2, floor face II, 3, floor face III, 4, support rail II, 5, internal layer upright bar, 6, outer layer it is vertical
Bar, 7, railing, 8, pre-buried drawknot upright bar III, 9, leger, 10, drawknot bar III, 11, small cross bar, 12, close mesh safety net, 13, drawing
Tie bar II, 14, pre-buried drawknot upright bar II, 15, support rail I, 16, hound, 17, cross bar, 18, close mesh safety net add plain net,
19, pre-buried drawknot upright bar I, 20, outer shore, 21, interior shore, 22, scissors strut.
[specific embodiment]
The utility model is made with reference to the accompanying drawing further explained below:
As shown in attached drawing 5,6, the utility model includes the independent scaffold unit that several structures are identical and are sequentially connected
Body is constituted, and each scaffold unit body sets up connection on the outside of floor edge, supports three floor faces, the scaffold list
First body includes support rail, upright bar, pre-buried drawknot upright bar, cross bar, hound, shore and close mesh safety net, the floor face I
1, floor face II 2, floor face III 3 outer end be respectively equipped with pre-buried drawknot upright bar I 19, pre-buried drawknot upright bar II 14 and pre-buried drawknot
Upright bar III 8, connection interior shore 21, outer shore 20 between the floor face I 1 and floor face II 2, the interior shore 21,
Outer shore 20 connects support rail I 15 by fastener, and the I 15 front end position of support rail connects internal layer by fastener and stands
The lower end of bar 5, outer layer upright bar 6 and hound 16, the hound 16 connects pre-buried drawknot upright bar I 19 by fastener, described interior
Layer upright bar 5 and outer layer upright bar 6 are equipped with equally distributed small cross bar 11, and the internal layer upright bar 5 passes through drawknot bar II 13, drawknot bar
III 10 are separately connected pre-buried drawknot upright bar II 14, pre-buried drawknot upright bar III 8, the internal layer upright bar 5, outer layer upright bar 6 upper end
Position connects support rail II 4 by fastener, and the support rail II 4 connects pre-buried drawknot upright bar III 8, the internal layer by fastener
It is respectively equipped on support rail I 15, small cross bar 11 and support rail II 4 between upright bar 5 and outer layer upright bar 6 equally distributed
Leger 9 is equipped with close mesh safety net 12 on the outside of the outer layer upright bar 6.Cross bar 17 is connected by fastener on the hound 16.
The outer layer upright bar 6 is equipped with equally distributed railing 7.Scissors strut 22 is equipped on the outside of the outer layer upright bar 6.Positioned at bottom end
It is equipped with close mesh safety net on the outside of the hound 16 of scaffold unit body and adds plain net 18.
The builder's jack of the utility model sets up connection on the outside of floor edge, can provide for operator enough
Operating platform facilitates operator and vertically or horizontally carries material.It is particularly suitable for decorating in Zhongting civil engineering and apply
During work, needs to set up full hall foot hand in Zhongting region and height is more than the large area spaciousness building inner cavity of 50 meters of height, keep away
The consumptive material effort for having exempted to set up useless terrace part is time-consuming.
As shown in figure 4, to show the independent scaffold unit body height of each of the utility model with two neighboring behaviour
The floor face for making flooring is main erection construction face, highly covers two layers of net flooring, and support is related to three floor faces.In facade point
Dividing elements are pressed in portion region, are that a unit is divided with three floor faces, are set up by unit.The high level elements foot that construction finishes
Hand cradle can be recycled to lower section construction area and set up use, increase turnover, and it is vacant to reduce material.
Embodiment 1, the utility model construction floor height are 3.45 meters, and each scaffold unit body uses triangle steel pipe
Builder's jack, scaffold of every two layers of overhanging, builder's jack height are 3.45 meters, add button using φ 48mm steel pipe scaffolding
Part is set up, scaffold step pitch 1.8m, advance 1.5m, transfer 0.8m, and every step layer sets up φ 48mm steel pipe leger, and every step layer is uniformly distributed
Set the small cross bar of φ 48mm, upper berth cross-brace cross bar；φ 48mm steel tube fastener railing, outer layer upright bar outside are all provided on the outside of every step layer
Close mesh safety net is completely hung, and every four layers of setting covers entire Zhongting internal security protective net, which applies as decoration
Work and outer protection.Scaffold connecting bar uses steel tube fastener form, in the pre-buried Φ 48mm steel pipe drawknot upright bar of main structure, with same
The steel pipe and scaffold of sample are connected with fastener, by two steps three across arrangement.Double-pole scaffold scaffolding height is 6.7m, and upright bar uses
Single upright bar, sets up size are as follows: the advance of ectonexine upright bar is 1.5m, and the transfer of upright bar is 0.8m, and the step pitch of upright bar is 1.8m；It takes
Connecing the leger radical on small cross bar is 3；The steel pipe type used is Φ 48mm；Cross bar and upright bar connection type are single button
Part；Take fastener resisting slipping coefficient of bearing caoacity 1.00；Wall-connecting piece arrangement take two steps three across, vertical spacing 3.6m, horizontal space 4.5m,
It is connected using fastener；Wall-connecting piece connection type is double fasteners.
The utility model is simultaneously not limited to the embodiments described above, and other any spirit without departing from the utility model are real
Made changes, modifications, substitutions, combinations, simplifications under matter and principle, should be equivalent substitute mode, be included in practical
Within novel protection scope.
Claims (4)
1. a kind of builder's jack, it is characterised in that: and the independent scaffold unit that is sequentially connected identical including several structures
Body is constituted, and each scaffold unit body sets up connection on the outside of floor edge, supports three floor faces, the scaffold list
First body includes support rail, upright bar, pre-buried drawknot upright bar, cross bar, hound, shore and close mesh safety net, the floor face I
(1), floor face II (2), floor face III (3) outer end be respectively equipped with pre-buried drawknot upright bar I (19), pre-buried drawknot upright bar II (14)
And pre-buried drawknot upright bar III (8), interior shore (21), outer shore are connected between the floor face I (1) and floor face II (2)
(20), the interior shore (21), outer shore (20) connect support rail I (15) by fastener, the support rail I (15)
Front end position passes through fastener connection internal layer upright bar (5), outer layer upright bar (6) and hound (16), the lower end of the hound (16)
Pre-buried drawknot upright bar I (19) is connected by fastener, the internal layer upright bar (5) and outer layer upright bar (6) are equipped with equally distributed small
Cross bar (11), the internal layer upright bar (5) are separately connected pre-buried drawknot upright bar II by drawknot bar II (13), drawknot bar III (10)
(14), pre-buried drawknot upright bar III (8), the internal layer upright bar (5), outer layer upright bar (6) upper-end part of driving pass through fastener connection support
Cross bar II (4), the support rail II (4) connect pre-buried drawknot upright bar III (8) by fastener, the internal layer upright bar (5) and outer
It is respectively equipped on support rail I (15), small cross bar (11) and support rail II (4) between layer upright bar (6) equally distributed big
Cross bar (9), outer layer upright bar (6) outside are equipped with close mesh safety net (12).
2. builder's jack as described in claim 1, it is characterised in that: connect cross bar by fastener on the hound (16)
(17)。
3. builder's jack as described in claim 1, it is characterised in that: the outer layer upright bar (6) is equipped with equally distributed
Railing (7).
4. builder's jack as described in claim 1, it is characterised in that: be equipped with scissors strut on the outside of the outer layer upright bar (6)
(22)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821244000.6U CN208763387U (en) | 2018-08-03 | 2018-08-03 | A kind of builder's jack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821244000.6U CN208763387U (en) | 2018-08-03 | 2018-08-03 | A kind of builder's jack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208763387U true CN208763387U (en) | 2019-04-19 |
Family
ID=66130338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821244000.6U Expired - Fee Related CN208763387U (en) | 2018-08-03 | 2018-08-03 | A kind of builder's jack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208763387U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259100A (en) * | 2019-07-02 | 2019-09-20 | 中建四局第六建筑工程有限公司 | A kind of overhanging scaffold inversely removes auxiliary frame |
| CN110725597A (en) * | 2019-10-23 | 2020-01-24 | 中国十九冶集团有限公司 | Construction platform erection structure and method for ring beam at top of concrete silo |
| CN113047593A (en) * | 2021-05-14 | 2021-06-29 | 中铁七局集团郑州工程有限公司 | Construction method of cantilever beam scaffold |
| CN113250434A (en) * | 2021-06-24 | 2021-08-13 | 安徽长青建筑制品有限公司 | Multifunctional composite scaffold system |
-
2018
- 2018-08-03 CN CN201821244000.6U patent/CN208763387U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259100A (en) * | 2019-07-02 | 2019-09-20 | 中建四局第六建筑工程有限公司 | A kind of overhanging scaffold inversely removes auxiliary frame |
| CN110725597A (en) * | 2019-10-23 | 2020-01-24 | 中国十九冶集团有限公司 | Construction platform erection structure and method for ring beam at top of concrete silo |
| CN113047593A (en) * | 2021-05-14 | 2021-06-29 | 中铁七局集团郑州工程有限公司 | Construction method of cantilever beam scaffold |
| CN113250434A (en) * | 2021-06-24 | 2021-08-13 | 安徽长青建筑制品有限公司 | Multifunctional composite scaffold system |
| CN113250434B (en) * | 2021-06-24 | 2022-09-09 | 安徽长青建筑制品有限公司 | Multifunctional composite scaffold system |
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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 |
Granted publication date: 20190419 Termination date: 20190803 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |