CN103075001A - Steel tube fastener slip form platform system - Google Patents
Steel tube fastener slip form platform system Download PDFInfo
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- CN103075001A CN103075001A CN2013100650378A CN201310065037A CN103075001A CN 103075001 A CN103075001 A CN 103075001A CN 2013100650378 A CN2013100650378 A CN 2013100650378A CN 201310065037 A CN201310065037 A CN 201310065037A CN 103075001 A CN103075001 A CN 103075001A
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Abstract
The invention relates to a steel tube fastener slip form platform system. In the system, both sides of an elevating frame are provided with upper transverse tubes and lower transverse tubes respectively which are connected with each other through crossed support tubes; the upper transverse tubes, the lower transverse tubes and the support tubes are building scaffold steel tubes, and the cross points among the tubes are connected with one another through steel tube fasteners; the inner side ends of the upper transverse tubes are in welded connection with steel slip form templates; surrounding purlins made of steel tubes are fixed on the peripheries of the slip form templates; the surrounding purlins are connected with the elevating frame through a transverse connecting tube; a plurality of groups of elevating frames, a plurality of groups of the upper transverse tubes and a plurality of groups of the lower transverse tubes on both sides are arranged along the horizontal longitudinal direction or annular extending direction of a wall body to be constructed; adjacent upper transverse tubes are connected with each other through longitudinal connecting tubes; the longitudinal connecting tubes are connected with the upper transverse tubes through steel tube fasteners; and scaffold wood plates are erected on the longitudinal connecting tubes. Due to the adoption of the steel tube fastener slip form platform system with a low load, the problem of difficulty in elevating due to an excessive load during the construction of a slip from is solved, the entire platform system is easy and convenient to erect and remove, and the construction cost is lowered.
Description
Technical field
The present invention relates to a kind of architectural furniture, specifically a kind of steel tube fastener formula slip form platform system for the slding form operation of building concrete body of wall.
Background technology
The platform of traditional building slip form system all is with shaped steel (channel-section steel, angle steel etc.) assembling, comprises hoisting frame, usually adopts welding or bolt to connect.What existing specialized textbook and job specfication and construction handbook etc. were put down in writing also still is this mode.This mode is used till today from China the sixties in last century always, and its device gravity load is large, and the expense of taking a lot of work material has improved construction cost greatly, especially is not suitable with the slding form operation in large diameter cylinder storehouse.
Be embodied in: adopting shaped steel on the one hand is the platform main member, and general every meter long weight of shaped steel that adopts is about about 6-20Kg, and platform is totally heavy, is unfavorable for climbing of hydraulic jack; The on the other hand cutting during profile steel blanking, the professed machine complex operation such as punch a hole, assembling, member is heavy when removing, and needs a large amount of welding to be connected with riveted joint that bolt connects or the complicated procedures of forming such as gas cutting, and time-consuming taking a lot of work is highly professional.Waste material is many after removing, and is difficult to recycle, and loss is very large.
Summary of the invention
Technical problem to be solved by this invention is, but provide a kind of simple in structure, from heavy and light, dismounting and steel tube fastener formula slip form platform system easy to use, as can to reuse reducing construction cost.
Steel tube fastener formula slip form platform of the present invention system includes the vertical support bar of inserting the concrete wall center in the construction that is embedded in, and jack is set on the support bar, and jack is connected with the hoisting frame of " opening word " shape also can drive the hoisting frame lifting; The hoisting frame both sides are respectively arranged with upper lateral tube and the lower transverse tubule that upper and lower horizontal parallel arranges, and interconnect by the stay pipe that intersects between upper lateral tube and the lower transverse tubule; Described upper lateral tube, lower transverse tubule and stay pipe are the building scaffold steel pipe, and the crosspoint between them interconnects by steel tube fastener, and the slip-form template of upper lateral tube medial extremity and steel is welded to connect; Described slip-form template periphery is fixed with the purlin that encloses that steel pipe makes, and encloses between purlin and the hoisting frame to be connected by transverse connecting pipe; The upper and lower transverse tube of described hoisting frame and both sides along the level of body of wall to be onstructed vertically or the hoop bearing of trend be provided with many groups, each is organized between the adjacent upper lateral tube and interconnects by vertical tube connector, vertically tube connector also is the building scaffold steel pipe, vertically interconnect by steel tube fastener between tube connector and the upper lateral tube, vertically taken the scaffolding pole plate on the tube connector.
Both sides, described hoisting frame below are respectively arranged with the hanger bracket of the U-shaped that is formed by connecting by scaffolding steel pipe, and hanger bracket top is connected with lower transverse tubule and transverse connecting pipe by steel tube fastener, has taken leftover bits and pieces hand plank between the bottom of adjacent hanger bracket.
Advantage applies of the present invention exists: 1, adopting the common building scaffolding steel pipe is main material, 48 millimeters of external diameters, 3.5 millimeters of wall thickness, every meter weight of steel pipe only has 3.84Kg, the total deadweight of platform only has the 35-40% of section steel platform, greatly alleviate the sliding load of hydraulic jack, avoided the lifting difficulty that causes because load is excessive in the slding form operation; 2, setting up, remove all with steel tube fastener of whole plateform system connects or disintegrates, and member dead weight is light, and is easy and simple to handle, and common scaffolder and Zhi die worker just can operations; With respect to section steel platform, its making, installation, dismounting will be saved work consuming and duration more than 50%, and the steel tube fastener after removing almost can all recycle, and still can be used as scaffolding, and loss is minimum, greatly reduces construction cost.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the invention.
The specific embodiment
As shown in the figure, steel tube fastener formula slip form platform system includes buries the vertical support bar 1 that inserts in body of wall to be onstructed center, and jack 2 is set on the support bar, and jack 2 is connected with the hoisting frame 3 of " opening word " shape and can drives the hoisting frame lifting; Hoisting frame 3 both sides are respectively arranged with upper lateral tube 4 and the lower transverse tubule 5 that upper and lower horizontal parallel arranges, and interconnect by the stay pipe 6 that intersects between upper lateral tube 4 and the lower transverse tubule 5; Described upper lateral tube 4, lower transverse tubule 5 and stay pipe 6 are the building scaffold steel pipe, and the crosspoint between them interconnects by steel tube fastener, and the slip-form template 7 of upper lateral tube 4 medial extremitys and steel is welded to connect; Described slip-form template 7 peripheries are fixed with that steel pipe makes encloses purlin 8, encloses between purlin 8 and the hoisting frame 3 to be connected by transverse connecting pipe 9; Described hoisting frame and upper and lower transverse tube along the level of body of wall to be onstructed vertically or the hoop bearing of trend be provided with many groups, each is organized between the adjacent upper lateral tube 4 and interconnects by vertical tube connector 10, vertically tube connector 10 also is the building scaffold steel pipe, vertically interconnect by steel tube fastener between tube connector 10 and the upper lateral tube 4, vertically taken scaffolding pole plate 11 on the tube connector.Both sides, described hoisting frame 3 below are respectively arranged with the hanger bracket 12 of the U-shaped that is formed by connecting by scaffolding steel pipe, and hanger bracket top is connected with lower transverse tubule 5 and transverse connecting pipe 9 by steel tube fastener, have taken leftover bits and pieces hand plank 13 between the bottom of adjacent hanger bracket.
In work progress, under the driving of hoisting frame at jack, rise, drive whole plateform system and together rise.
Claims (2)
1. a steel tube fastener formula slip form platform system includes the vertical support bar (1) that is positioned at body of wall to be onstructed center, and jack (2) is set on the support bar, and jack (2) is connected with the hoisting frame (3) of " opening word " shape and can drives the hoisting frame lifting; It is characterized in that: hoisting frame (3) both sides are respectively arranged with upper lateral tube (4) and the lower transverse tubule (5) that upper and lower horizontal parallel arranges, and interconnect by the stay pipe (6) that intersects between upper lateral tube (4) and the lower transverse tubule (5); Described upper lateral tube (4), lower transverse tubule (5) and stay pipe (6) are the building scaffold steel pipe, and the crosspoint between them interconnects by steel tube fastener, and the slip-form template (7) of upper lateral tube (4) medial extremity and steel is welded to connect; Described slip-form template (7) periphery is fixed with that steel pipe makes encloses purlin (8), encloses between purlin (8) and the hoisting frame (3) to be connected by transverse connecting pipe (9); The upper and lower transverse tube of described hoisting frame and both sides along the level of body of wall to be onstructed vertically or the hoop bearing of trend be provided with many groups, each is organized between the adjacent upper lateral tube (4) and interconnects by vertical tube connector (10), vertically tube connector (10) also is the building scaffold steel pipe, vertically interconnect by steel tube fastener between tube connector (10) and the upper lateral tube (4), vertically taken scaffolding pole plate (11) on the tube connector.
2. steel tube fastener formula slip form platform according to claim 1 system, it is characterized in that: both sides, described hoisting frame (3) below are respectively arranged with the hanger bracket (12) of the U-shaped that is formed by connecting by scaffolding steel pipe, hanger bracket top is connected with lower transverse tubule (5) and transverse connecting pipe (9) by steel tube fastener, has taken leftover bits and pieces hand plank (13) between the bottom of adjacent hanger bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100650378A CN103075001A (en) | 2013-03-01 | 2013-03-01 | Steel tube fastener slip form platform system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100650378A CN103075001A (en) | 2013-03-01 | 2013-03-01 | Steel tube fastener slip form platform system |
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| Publication Number | Publication Date |
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| CN103075001A true CN103075001A (en) | 2013-05-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2013100650378A Pending CN103075001A (en) | 2013-03-01 | 2013-03-01 | Steel tube fastener slip form platform system |
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| CN (1) | CN103075001A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032699A (en) * | 2015-03-11 | 2016-10-19 | 五冶集团上海有限公司 | An improved sliding form system inner and outer formwork supporting and fastening structure |
| CN106150078A (en) * | 2015-04-14 | 2016-11-23 | 五冶集团上海有限公司 | A kind of multi-angle rotation bearing for the attached dead man of slip form platform |
| CN106401173A (en) * | 2016-09-09 | 2017-02-15 | 镇江建工建设集团有限公司 | Sliding reverse formwork device and construction method thereof |
| CN111424969A (en) * | 2020-04-29 | 2020-07-17 | 五冶集团上海有限公司 | Double-cylinder-wall concrete silo slip form construction operation platform and construction method |
| CN111560960A (en) * | 2020-04-14 | 2020-08-21 | 中铁隆工程集团有限公司 | Steel purlin dismantling device and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08144514A (en) * | 1994-11-17 | 1996-06-04 | Hory Corp | Form device having scaffold having raising-lowering function, and construction method of concrete wall or the like by using form device having scaffold |
| KR100746552B1 (en) * | 2007-03-06 | 2007-08-06 | (주)세건이엔지 | The unit to climb building |
| CN201367728Y (en) * | 2009-03-19 | 2009-12-23 | 二十三冶建设集团有限公司 | Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction |
| CN203113779U (en) * | 2013-03-01 | 2013-08-07 | 镇江四建建设有限公司 | Steel tube fastener type sliding mode platform system |
-
2013
- 2013-03-01 CN CN2013100650378A patent/CN103075001A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08144514A (en) * | 1994-11-17 | 1996-06-04 | Hory Corp | Form device having scaffold having raising-lowering function, and construction method of concrete wall or the like by using form device having scaffold |
| KR100746552B1 (en) * | 2007-03-06 | 2007-08-06 | (주)세건이엔지 | The unit to climb building |
| CN201367728Y (en) * | 2009-03-19 | 2009-12-23 | 二十三冶建设集团有限公司 | Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction |
| CN203113779U (en) * | 2013-03-01 | 2013-08-07 | 镇江四建建设有限公司 | Steel tube fastener type sliding mode platform system |
Non-Patent Citations (1)
| Title |
|---|
| 李占方: "钢管扣件式悬挑平台在圆形筒壁滑模施工中的应用", 《黑龙江科技信息》, no. 6, 15 June 2004 (2004-06-15), pages 233 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032699A (en) * | 2015-03-11 | 2016-10-19 | 五冶集团上海有限公司 | An improved sliding form system inner and outer formwork supporting and fastening structure |
| CN106150078A (en) * | 2015-04-14 | 2016-11-23 | 五冶集团上海有限公司 | A kind of multi-angle rotation bearing for the attached dead man of slip form platform |
| CN106401173A (en) * | 2016-09-09 | 2017-02-15 | 镇江建工建设集团有限公司 | Sliding reverse formwork device and construction method thereof |
| CN111560960A (en) * | 2020-04-14 | 2020-08-21 | 中铁隆工程集团有限公司 | Steel purlin dismantling device and construction method thereof |
| CN111560960B (en) * | 2020-04-14 | 2021-08-13 | 中铁隆工程集团有限公司 | Steel purlin dismantling device and construction method thereof |
| CN111424969A (en) * | 2020-04-29 | 2020-07-17 | 五冶集团上海有限公司 | Double-cylinder-wall concrete silo slip form construction operation platform and construction method |
| CN111424969B (en) * | 2020-04-29 | 2024-01-30 | 五冶集团上海有限公司 | Double-cylinder wall concrete silo slip form construction operation platform and construction method |
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Application publication date: 20130501 |