CN101818564B - Adjustable hanger system - Google Patents
Adjustable hanger system Download PDFInfo
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- CN101818564B CN101818564B CN201010191405XA CN201010191405A CN101818564B CN 101818564 B CN101818564 B CN 101818564B CN 201010191405X A CN201010191405X A CN 201010191405XA CN 201010191405 A CN201010191405 A CN 201010191405A CN 101818564 B CN101818564 B CN 101818564B
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Abstract
The invention discloses an adjustable hanger system, which comprises a framework connected with a steel platform system and a steel jump plate fixed on the framework. The framework has a three-dimensional pane structure consisting of an inner hanger sheet, an outer hanger sheet and an inner and outer sheet connecting rod connected between the inner hanger sheet and the outer hanger sheet; both the inner hanger sheet and the outer hanger sheet comprise a suspender, a horizontal cross rod and a shaped joint tube at a node, which are arranged at intervals; and screw holes are uniformly distributed on the shaped joint tube, and the shaped joint tube is welded by a transverse tube joint, a longitudinal tube joint and a vertical tube joint, wherein the vertical tube joint is detachably connected with the inner and outer sheets through bolts, the transverse tube joint is detachably connected with the horizontal cross rod through bolts, and the longitudinal tube joint is detachably connected with the inner and outer sheet connecting rod through bolts. The hanger system can be widely applied to mounting construction of a high-rise concrete core tube structure of formwork creeping or lifting system construction, a steel structure and the like. The hanger system can meet the requirements of different buildings, realizes integral standardized operation, liberates a large amount of labor force, reduces the cost, and improves the safety of a hanger.
Description
Technical field
The present invention relates to a kind of hanger system that is applied in the super highrise building creeping formwork system.
Background technology
The operation layer of the creeping formwork system of using in the construction of super highrise building generally is to adopt hanger or strutting system at present, and wherein hanger generally has 5～6 layers, and every layer height can design according to the floor height of building; The suspension rod of hanger generally adopts square steel pipe or angle steel, and suspension rod needs to put in place according to disposable the installing of the height of hanger; The expanded metal lath sealing is adopted in operating space between hanger and the shear wall, and this expanded metal lath tiltedly draws with hanger by strand cable and be connected, and the angle that strand cable tiltedly draws can be adjusted accordingly according to the variation of operating space width.
In construction of super highrise building, because the construction standard of different buildings is high layer by layer different, the function of each operation layer is also different, so the floor height of different buildings can have nothing in common with each other, and existing hanger system can not be regulated and do not realize normalizing operation, can not repeat turnover on different buildings uses, can not adjust with construction level is high, can only be the hanger of setting up different size according to different buildings respectively, this has just caused, and the labour that the hanger system safety is low, hanger is set up consumption be big, hanger system is set up the high shortcoming of cost.
Summary of the invention
The purpose of this invention is to provide a kind of adjustable hanger system, solving original hanger system can not the free adjustment height, do not realize normalizing operation, can not repeat to have enough to meet the need use on different buildings, can not highly adjust with construction level, can only be the problem of setting up the hanger of different size according to different buildings respectively, and solve that the labour that the hanger system safety is low, hanger is set up consumption is big, hanger system is set up the high problem of cost.
For achieving the above object, the present invention adopts following technical scheme: a kind of adjustable hanger system, comprise skeleton that links to each other with the steel platform system and the steel springboard that is fixed on the skeleton, it is characterized in that: described skeleton is by sheet in the hanger, the hanger outer plate becomes the 3 D stereo grid structure with the interior outer plate connection rod set that is connected between the two, sheet and hanger outer plate include the suspension rod that is provided with at interval in the hanger, the typing junction block at horizontal cross bar and node place, be evenly equipped with screw on the typing junction block, and by the transverse tube joint, longitudinal tubule (L tubule) joint and vertical tube joint are welded, wherein the vertical tube joint removably connects by bolt and suspension rod, the transverse tube joint removably connects by bolt and horizontal cross bar, and the longitudinal tubule (L tubule) joint removably connects by bolt and interior outer plate connecting rod.
The first floor suspension rod of sheet and hanger outer plate upper end is connected removable change gear respectively in the hanger, and removable change gear rolls and is connected on the bottom flange of girder steel in the steel platform system.
Sheet is connected with push-and-pull platform slideway by the typing junction block of body of wall one side in hanger, slidely connects the push-and-pull overturn platform again on the push-and-pull platform slideway.
In the corner of body of wall, the horizontal cross bar of two hanger outer plates can removably connect by angle coupling and bolt, and the horizontal cross bar of sheet also can removably connect by angle coupling and bolt in two hangers.
Be connected with bracket between the sheet in the soffit of described push-and-pull platform slideway and the hanger, be connected with diagonal brace between the sheet in the upper surface of push-and-pull platform slideway and the hanger.
Described suspension rod, horizontal cross bar, interior outer plate connecting rod and typing junction block can be square steel pipe or round steel pipe or band steel.
The spacing of described suspension rod and adjacent suspension rod can be 1m～2m, and the spacing of sheet and hanger outer plate also can be 1m～2m in the hanger.
The transverse tube joint of described typing junction block, longitudinal tubule (L tubule) joint and vertical tube joint respectively are furnished with two or more screws.
Compared with prior art the present invention has following characteristics and beneficial effect: the present invention is a kind of hanger system that is applied in the multi-functional creeping formwork system of superelevation layer assembling, with the supporting use of steel member of assembled steel platform system or other types, can satisfy the requirement of different buildings.This hanger system can be widely used in adopting creeping formwork, carry the superelevation layer concrete core barrel structure of die body system construction, and the Steel Structure Installation construction etc., realized whole normalizing operation, can be according to the variation of depth of building and function, freely adjust the operation layer height and realized the efficient of hanger system, safety and recycling, make construction of super highrise building realize mechanized, the size of hanger support body can be regulated simultaneously, can on the building of different sizes and height, repeatedly have enough to meet the need and use, therefore liberated a large amount of labours, reduce cost, improved the safety of hanger.
Description of drawings
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1 is the structural representation that the present invention cooperates with body of wall.
Fig. 2 is the schematic top plan view of the present invention at the place, corner.
Fig. 3 is that the master of first kind of typing junction block looks schematic diagram.
Fig. 4 is that schematic diagram is looked on the right side of Fig. 3.
Fig. 5 is that the master of second kind of typing junction block looks schematic diagram.
Fig. 6 is that schematic diagram is looked on the right side of Fig. 5.
Fig. 7 is that the master of the third typing junction block looks schematic diagram.
Fig. 8 is that schematic diagram is looked on the right side of Fig. 7.
Fig. 9 is that the master of the 4th kind of typing junction block looks schematic diagram.
Figure 10 is that schematic diagram is looked on the right side of Fig. 9.
Figure 11 is the schematic diagram that the push-and-pull overturn platform moves along first kind of push-and-pull platform slideway.
Figure 12 is the schematic diagram that the push-and-pull overturn platform is connected with second kind of push-and-pull platform slideway.
Reference numeral: outer plate connecting rod, 6-angle coupling, 7-steel springboard, 8-push-and-pull platform slideway, 9-push-and-pull overturn platform, 10-typing junction block, 10.1-transverse tube joint, 10.2-longitudinal tubule (L tubule) joint, 10.3-vertical tube joint, 10.4-screw, 11-bracket, 12-diagonal brace, 13-reinforcing bar, 14-wall form, 15-body of wall in 1-girder steel, the removable change gear of 2-, 3-suspension rod, 4-horizontal cross bar, the 5-.
The specific embodiment
Embodiment one is referring to shown in Fig. 1-4, this adjustable hanger system, comprise skeleton that links to each other with the steel platform system and the steel springboard 7 that is fixed on the skeleton, described skeleton is formed the 3 D stereo grid structure by sheet, hanger outer plate in the hanger and the interior outer plate connecting rod 5 that is connected between the two, sheet and hanger outer plate include the typing junction block 10 at the suspension rod 3, horizontal cross bar 4 and the node place that are provided with at interval in the hanger, described suspension rod 3, horizontal cross bar 4 and interior outer plate connecting rod 5 can be square steel pipe or round steel pipe or band steel, and present embodiment is a square steel pipe.Referring to Fig. 3, Fig. 4, be evenly equipped with screw 10.4 on the typing junction block 10, and be welded by transverse tube joint 10.1, longitudinal tubule (L tubule) joint 10.2 and vertical tube joint 10.3, typing junction block 10 can be square steel pipe or round steel pipe or band steel, present embodiment is a square steel pipe, described vertical tube joint 10.3 removably connects by bolt and suspension rod, and transverse tube joint 10.1 removably connects by bolt and horizontal cross bar 4, and longitudinal tubule (L tubule) joint 10.2 removably connects by bolt and interior outer plate connecting rod 5; The first floor suspension rod of sheet and hanger outer plate upper end is connected removable change gear 2 respectively in the hanger, and removable change gear 2 rolls and is connected on the bottom flange of girder steel 1 in the steel platform system; Referring to Figure 11, sheet is connected with push-and-pull platform slideway 8 by the typing junction block 10 of body of wall one side in hanger, slidely connect push-and-pull overturn platform 9 again on the push-and-pull platform slideway 8, in the present embodiment, push-and-pull platform slideway 8 has upper strata slotted hole and lower floor's slotted hole, described typing junction block 10 is connected in lower floor's slotted hole by screw rod, and described push-and-pull overturn platform 9 is slidingly connected in the slotted hole of upper strata by roller bearing.Referring to Fig. 2, in the corner of body of wall 15, the horizontal cross bar 4 of two hanger outer plates removably connects by angle coupling 6 and bolt, and the horizontal cross bar of sheet also removably connects by angle coupling and bolt in two hangers.
Embodiment two is referring to shown in Figure 12, be with embodiment one difference, described push-and-pull platform slideway 8 is the guide rail shape, be connected with bracket 11 between the sheet in the soffit of push-and-pull platform slideway 8 and the hanger, be connected with diagonal brace 12 between the sheet in the upper surface of push-and-pull platform slideway 8 and the hanger, described push-and-pull overturn platform 9 directly is placed on the push-and-pull platform slideway 8 and along push-and-pull platform slideway 8 and slides.
Described suspension rod 3 is 1m～2m with the spacing of adjacent suspension rod, and the spacing of sheet and hanger outer plate also is 1m～2m in the hanger.The transverse tube joint 10.1 of described typing junction block 10, longitudinal tubule (L tubule) joint 10.2 and vertical tube joint 10.3 respectively are furnished with two or more screws 10.4.
Referring to Fig. 1, Fig. 5, Fig. 6, typing junction block 10 on the described hanger outer plate is made up of a perpendicular steel pipe 10.3, two horizontal steel pipes 10.1 and a vertical steel pipe 10.2, wherein two horizontal steel pipes 10.1 are symmetrically welded and connected in the left and right sides at the middle part of perpendicular steel pipe, and vertical steel pipe 10.2 is welded to connect the inboard at the middle part of perpendicular steel pipe 10.3.
Referring to Fig. 1, Fig. 7, Fig. 8, the typing junction block 10 of described hanger outer plate bottom is made up of a perpendicular steel pipe 10.3, two horizontal steel pipes 10.1 and a vertical steel pipe 10.2, wherein two horizontal steel pipes 10.1 are symmetrically welded and connected in the left and right sides of perpendicular steel pipe bottom, and a vertical steel pipe 10.2 is welded to connect in the inboard of erecting steel pipe 10.3 bottoms.
Referring to Fig. 1, Fig. 9, Figure 10, the typing junction block 10 of sheet bottom is made up of a perpendicular steel pipe 10.3, two horizontal steel pipes 10.1 and two vertical steel pipes 10.2 in the described hanger, wherein two horizontal steel pipes 10.1 are symmetrically welded and connected in the left and right sides of perpendicular steel pipe bottom, and two vertical steel pipes 10.2 are symmetrically welded and connected in the inside and outside both sides of erecting steel pipe 10.3 bottoms.
The present invention includes the characteristics of four aspects: 1, this hanger design size length is standard module, and interior hanger, pylon width delivery are counted definite value, and the suspension rod spacing is the modulus definite value, and the hanger support body is taked the layering assembling for every layer.2, the present invention adopts the typing junction block to connect suspension rod up and down, square steel pipe in the typing junction block or round steel pipe are a bit larger tham suspension rod up and down, suspension rod connects by the screw bolt with the diverse location on the typing junction block, can realize the adjustment of hanger operation layer height, high layer by layer can the realization of every layer operation adjusted.Each operation layer tie point of hanger is positioned at lower curtate.
3, referring to Figure 11, the wide variety of operating space adopts the push-and-pull overturn platform to adjust between hanger and the shear wall, according to the size difference, horizontal push-and-pull length can be adjusted, the push-and-pull overturn platform adopts push-and-pull platform slideway to be connected with the hanger support body, and push-and-pull overturn platform bottom is provided with bracket and is connected with suspension rod with diagonal brace.
4, the whole processing of inwardly adjusting of hanger outer plate.If the exterior wall sectional dimension diminishes, core tube shear wall change in size, the bight need be handled when hanger outer plate integral body was inwardly adjusted.The form of encorbelmenting is adopted in the bight separately, and horizontal and vertical both direction separately adopts a little bigger slightly square steel pipe to make angle coupling in addition, and the horizontal cross bar that two directions are encorbelmented connects, and this place can guarantee rigidity when hanger outer plate one side was adjusted, and can realize adjustable again.
Claims (4)
1. adjustable hanger system, comprise skeleton that links to each other with the steel platform system and the steel springboard (7) that is fixed on the skeleton, it is characterized in that: described skeleton is by sheet in the hanger, hanger outer plate and the interior outer plate connecting rod (5) that is connected are between the two formed the 3 D stereo grid structure, sheet and hanger outer plate include the suspension rod (3) that is provided with at interval in the hanger, the typing junction block (10) at horizontal cross bar (4) and node place, be evenly equipped with screw (10.4) on the typing junction block (10), and by transverse tube joint (10.1), longitudinal tubule (L tubule) joint (10.2) and vertical tube joint (10.3) are welded, wherein vertical tube joint (10.3) removably connects by bolt and suspension rod, transverse tube joint (10.1) removably connects by bolt and horizontal cross bar (4), and longitudinal tubule (L tubule) joint (10.2) removably connects by bolt and interior outer plate connecting rod (5);
Corner in body of wall (15), the horizontal cross bar of two hanger outer plates (4) removably connects by angle coupling (6) and bolt, and the horizontal cross bar of sheet also removably connects by angle coupling and bolt in two hangers;
The first floor suspension rod of sheet and hanger outer plate upper end is connected removable change gear (2) respectively in the hanger, and removable change gear (2) rolls and is connected on the bottom flange of girder steel in the steel platform system (1);
Sheet is connected with push-and-pull platform slideway (8) by the typing junction block (10) of body of wall one side in hanger, slidely connects push-and-pull overturn platform (9) on the push-and-pull platform slideway (8) again;
Described suspension rod (3), horizontal cross bar (4), interior outer plate connecting rod (5) and typing junction block (10) are square steel pipe or round steel pipe or band steel.
2. adjustable hanger system according to claim 1, it is characterized in that: be connected with bracket (11) between the sheet in the soffit of described push-and-pull platform slideway (8) and the hanger, be connected with diagonal brace (12) between the sheet in the upper surface of push-and-pull platform slideway (8) and the hanger.
3. adjustable hanger system according to claim 1 and 2 is characterized in that: described suspension rod (3) is 1m～2m with the spacing of adjacent suspension rod, and the spacing of sheet and hanger outer plate also is 1m～2m in the hanger.
4. adjustable hanger system according to claim 1 and 2 is characterized in that: the transverse tube joint (10.1) of described typing junction block (10), longitudinal tubule (L tubule) joint (10.2) and vertical tube joint (10.3) respectively are furnished with plural screw (10.4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010191405XA CN101818564B (en) | 2010-06-04 | 2010-06-04 | Adjustable hanger system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010191405XA CN101818564B (en) | 2010-06-04 | 2010-06-04 | Adjustable hanger system |
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| Publication Number | Publication Date |
|---|---|
| CN101818564A CN101818564A (en) | 2010-09-01 |
| CN101818564B true CN101818564B (en) | 2011-10-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201010191405XA Active CN101818564B (en) | 2010-06-04 | 2010-06-04 | Adjustable hanger system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102277956A (en) * | 2011-04-28 | 2011-12-14 | 浙江鼎力机械有限公司 | Extensible high-altitude standing platform |
| US9320941B2 (en) * | 2012-03-18 | 2016-04-26 | Ross Garside | Arrangement for imparting motion through counter-rotation of opposing end terminations of arched flexible member |
| CN102817468A (en) * | 2012-08-15 | 2012-12-12 | 中建钢构有限公司 | Portable detachable structural steel operating platform |
| CN103343619B (en) * | 2013-07-29 | 2015-11-04 | 中国化学工程第三建设有限公司 | A kind of sliding mode system reducing assembling slip form platform |
| CN103758364B (en) * | 2014-01-27 | 2016-03-30 | 华北水利水电大学 | Assembling industrialization steel structure house |
| CN108532928A (en) * | 2018-06-28 | 2018-09-14 | 厦门安科科技有限公司 | A kind of frame climbing structure easy for installation |
| CN111219055A (en) * | 2019-12-29 | 2020-06-02 | 中建三局第三建设工程有限责任公司 | Light-duty recyclable efficient construction building equipment and construction method thereof |
| CN113108450A (en) * | 2021-04-23 | 2021-07-13 | 广州市水电设备安装有限公司 | Air pipe installation construction method applied to high-rise building |
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| CN2357068Y (en) * | 1998-04-23 | 2000-01-05 | 河南省第四建筑工程公司 | Lift-type external scaffold |
| JP3081897B2 (en) * | 1997-02-14 | 2000-08-28 | 株式会社岩倉工務店 | Formwork device for concrete structure construction and method of constructing concrete structure |
| CN2883556Y (en) * | 2006-04-05 | 2007-03-28 | 刘国恩 | Rigid shuttering outer hanging frame able to regulater hanging point |
| CN201056836Y (en) * | 2007-06-29 | 2008-05-07 | 江都揽月机械有限公司 | Dual-function screw prop creeping formwork system |
| CN201232343Y (en) * | 2008-07-18 | 2009-05-06 | 中国建筑第四工程局有限公司 | Hanging rack system |
| CN201778487U (en) * | 2010-06-04 | 2011-03-30 | 中建三局建设工程股份有限公司 | Adjustable hanging rack system |
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2010
- 2010-06-04 CN CN201010191405XA patent/CN101818564B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3081897B2 (en) * | 1997-02-14 | 2000-08-28 | 株式会社岩倉工務店 | Formwork device for concrete structure construction and method of constructing concrete structure |
| CN2357068Y (en) * | 1998-04-23 | 2000-01-05 | 河南省第四建筑工程公司 | Lift-type external scaffold |
| CN2883556Y (en) * | 2006-04-05 | 2007-03-28 | 刘国恩 | Rigid shuttering outer hanging frame able to regulater hanging point |
| CN201056836Y (en) * | 2007-06-29 | 2008-05-07 | 江都揽月机械有限公司 | Dual-function screw prop creeping formwork system |
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| CN101818564A (en) | 2010-09-01 |
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