CN204552051U - The cradle structure of high-altitude crossbeam soffit monitoring point layout - Google Patents
The cradle structure of high-altitude crossbeam soffit monitoring point layout Download PDFInfo
- Publication number
- CN204552051U CN204552051U CN201520189444.4U CN201520189444U CN204552051U CN 204552051 U CN204552051 U CN 204552051U CN 201520189444 U CN201520189444 U CN 201520189444U CN 204552051 U CN204552051 U CN 204552051U
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- base plate
- hanging basket
- crossbeam
- connecting rod
- intermediate transverse
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Abstract
The utility model discloses the cradle structure of high-altitude crossbeam soffit monitoring point layout, it comprises the steel work intermediate transverse girder will arranging measuring point and two Hanging Baskets being symmetricly set on the left and right sides below intermediate transverse girder, two " Π " shape frameworks are provided with above between the opposite side of two Hanging Baskets, two " Π " shape framework horizontal components are across being fixed on steel work intermediate transverse girder, be fixedly linked with the top cross-bar of Hanging Basket opening both sides respectively bottom the vertical portion of two " Π " shape frameworks, be connected respectively by the horizontal-associate square steel pipe through degree of lip-rounding groove between the corresponding crossbeam of two Hanging Basket opening both sides, being fixedly linked by the longitudinal connecting rod of base plate between Hanging Basket base plate, the longitudinal connecting rod of base plate is fixedly linked by multiple base plate lateral connection bar, on the base plate of Hanging Basket, the longitudinal connecting rod of base plate and base plate lateral connection bar are equipped with scaffold floor.Adopt this structure that the operation of high-altitude steel structure crossbeam beam soffit monitoring point layout can be made safer, convenient.
Description
Technical field
The utility model relates to steel work monitoring field, relates in particular to a kind of high-altitude steel structure crossbeam beam soffit monitoring point layout Special hanging basket structure.
Background technology
Along with popularizing of steel building, large space steel building emerges in an endless stream, and the technical problem of the construction monitoring of high-altitude steel structure is then more and more outstanding.The difficult point that the soffit construction monitoring point layout of high-altitude steel structure crossbeam becomes in construction monitoring point layout because of its overhead high and operating position inconvenience.Known in steel work monitoring field at present, high trestle method is mainly adopted for high-altitude steel structure crossbeam beam soffit monitoring point layout, namely sets up support on ground and to go directly crossbeam soffit.This kind of method is time-consuming takes material, and efficiency is extremely low.
Summary of the invention
The purpose of this utility model is the deficiency overcoming prior art, and provide a kind of cradle structure of high-altitude crossbeam soffit monitoring point layout of highly versatile, this structure is simple, and safety is high, easy to use and can recycle.
For achieving the above object, the utility model adopts following technical proposals:
The cradle structure of high-altitude of the present utility model crossbeam soffit monitoring point layout, it comprises the steel work intermediate transverse girder will arranging measuring point and two Hanging Baskets being symmetricly set on the left and right sides below intermediate transverse girder, two described Hanging Basket opened top and leave in the centre of a side opening formed semi-closed structure, each of two described Hanging Baskets is grid structure, the crossbeam of described two Hanging Basket opening both sides is welded with degree of lip-rounding groove respectively, two described semiclosed faces of Hanging Basket are oppositely arranged, two " Π " shape frameworks are provided with above between the opposite side of two Hanging Baskets, two described " Π " shape framework horizontal components are across being arranged on steel work intermediate transverse girder, be fixedly linked with the top cross-bar of Hanging Basket opening both sides respectively bottom the vertical portion of two " Π " shape frameworks, be connected respectively by the horizontal-associate square steel pipe through degree of lip-rounding groove between the corresponding crossbeam of two Hanging Basket opening both sides, the pin-and-hole vertically arranged is had at described horizontal-associate square steel pipe two ends, bearing pin is inserted with in each pin-and-hole, the elbow end of described bearing pin is affixed on the other Hanging Basket longeron place of pin-and-hole, the crossbeam that the both sides protuberance of the longitudinal connecting rod of " Mi " shape base plate of multiple setting spaced in parallel to each other is stuck in two Hanging Basket base plate places make two Hanging Basket base plate places be fixedly linked, the both sides protuberance of multiple base plate lateral connection bar be set parallel to each other is stuck on the longitudinal connecting rod of outermost two foundation plates and makes to be fixedly linked between the longitudinal connecting rod of multiple base plate, on the base plate of described Hanging Basket, the longitudinal connecting rod of base plate and base plate lateral connection bar are equipped with scaffold floor, the height of described " Π " shape framework be from the upper surface of scaffold floor to the bottom level of the horizontal component of intermediate transverse girder be 1.4-1.6m, the lower chord of described " Π " shape framework horizontal component is fixed with fixing steel plate and slidably connects adjustment steel plate, leading screw is connected with between described fixing steel plate and adjustment steel plate, described steel work intermediate transverse girder clamping be arranged on described fixing steel plate and regulate between steel plate and the two ends of leading screw by nut and fixing steel plate with regulate Interal fixation and be connected.
The beneficial effects of the utility model are:
(1) by adopting this structure, the operation of high-altitude steel structure crossbeam beam soffit monitoring point layout can be made safer, convenient;
(2) adopt square steel pipe welded cradle structure to be conducive to the making of structure, maintenance, recovery, and intensity and the safety of structure can be ensured;
(3) adopt " Π " shape hanging rack structure of square steel pipe welded to be conducive to being connected with cradle structure, and be convenient to contact with crossbeam, lay conveniently;
(4) leading screw that fixing steel plate is supporting with it with regulating steel plate forms navigation system, can make cradle structure registration when hanging crossbeam;
(5) type of attachment adopting fixing steel plate and adjustment steel plate to match can adapt to the fixing needs of various width crossbeam, improves the applicability of structure;
(6) degree of lip-rounding groove structure in Hanging Basket frame construction is conducive to the horizontal-associate square steel pipe of fixing square-section;
(7) horizontal-associate square steel pipe adopts and is connected with the Fast Installation being beneficial to steel pipe;
(8) the longitudinal connecting rod of base plate and base plate lateral connection bar adopt " Mi " font steel pipe to be conducive to structure Fast Installation;
(9) scaffold floor convenient operation personnel laid by Hanging Basket frame construction, the longitudinal connecting rod of base plate and base plate lateral connection bar walk on Hanging Basket and operate;
(10) structural requirement of " Π " shape framework to be limited in from scaffold floor to crossbeam bottom level 1.4-1.6m, to be conducive to the placement operations of operating personnel for measuring point bottom beam;
(11) cradle structure adopts symmetric form to be conducive to the whole machine balancing of structure, improves the stability of structure.
Accompanying drawing explanation
Fig. 1 is the structural representation of the cradle structure of the utility model high-altitude crossbeam soffit monitoring point layout;
Fig. 2 is Hanging Basket in the structure shown in Fig. 1 and intermediate transverse girder syndeton schematic diagram;
Fig. 3 is the structural representation of Hanging Basket in the structure shown in Fig. 1;
Fig. 4 is the structural representation of " Π " shape framework of two in the structure shown in Fig. 1;
The connection diagram that Fig. 5 is the Hanging Basket in the structure shown in Fig. 1 and two " Π " shape frameworks;
The connection diagram that Fig. 6 is the horizontal-associate square steel pipe in the structure shown in Fig. 1 and degree of lip-rounding groove;
The structural representation that Fig. 7 is the longitudinal connecting rod of the base plate in the structure shown in Fig. 1 and base plate lateral connection bar;
Fig. 8 is the utility model structure actual use schematic diagram.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, use of the present utility model is described further.
The cradle structure of high-altitude of the present utility model as shown in drawings crossbeam soffit monitoring point layout, it comprises the steel work intermediate transverse girder will arranging measuring point and two Hanging Baskets 1 being symmetricly set on the left and right sides below intermediate transverse girder, two described Hanging Basket 1 opened top and leave in the centre of a side opening formed semi-closed structure, each of two described Hanging Baskets 1 is grid structure, the crossbeam of described two Hanging Basket 1 opening both sides is welded with degree of lip-rounding groove 12 respectively, two described semiclosed faces of Hanging Basket 1 are oppositely arranged, two " Π " shape frameworks 2 are provided with above between the opposite side of two Hanging Baskets 1, two described " Π " shape framework 2 horizontal components are across being arranged on steel work intermediate transverse girder 11, be fixedly linked with the top cross-bar of Hanging Basket 1 opening both sides respectively bottom the vertical portion of two " Π " shape frameworks 2, in figure, A place is junction.Be connected respectively by the horizontal-associate square steel pipe 5 through degree of lip-rounding groove 12 between the corresponding crossbeam of two Hanging Basket 1 opening both sides, the pin-and-hole vertically arranged is had at described horizontal-associate square steel pipe 5 two ends, bearing pin 4 is inserted with in each pin-and-hole, the elbow end of described bearing pin is affixed on the other Hanging Basket 1 longeron place of pin-and-hole, the crossbeam that the both sides protuberance of the longitudinal connecting rod 6 of " Mi " shape base plate of multiple setting spaced in parallel to each other is stuck in two Hanging Basket 1 base plate places make two Hanging Basket 1 base plate places be fixedly linked, the both sides protuberance of multiple base plate lateral connection bar 7 be set parallel to each other is stuck on the longitudinal connecting rod 6 of outermost two foundation plates and makes to be fixedly linked between the longitudinal connecting rod 6 of multiple base plate, on the base plate of described Hanging Basket 1, the longitudinal connecting rod 6 of base plate and base plate lateral connection bar 7 are equipped with scaffold floor 3.The height of described " Π " shape framework 2 is be 1.4-1.6m from the upper surface of scaffold floor 3 to intermediate transverse girder 11 horizontal component bottom level.
Two described " Π " shape framework 2 horizontal components are demountable structures across the structure employing be arranged on steel work intermediate transverse girder 11, be specially: on the lower chord of described " Π " shape framework 2 horizontal component, be fixed with fixing steel plate 8 and slidably connect adjustment steel plate 9, between described fixing steel plate 8 and adjustment steel plate 9, be connected with leading screw 10, described steel work intermediate transverse girder 11 clamping is arranged on described fixing steel plate 8 and regulates between the steel plate 9 and two ends of leading screw 10 by nut and fixing steel plate 8 and regulate steel plate 9 to be fixedly linked.In Fig. 8, B place is ground.
After this device of Hanging Basket installs, operating personnel by " Π " shape framework 2 times in Hanging Basket 1, can operate at the layout measuring point of scaffold floor 3 enterprising interline crossbeam 11 soffit.
The mounting method of this structure, it comprises the following steps:
(1) with crane or Chain block, Hanging Basket is sling, make two Hanging Basket 1 symmetries split intermediate transverse girder 11 left and right sides.
(2) by the horizontal component of " Π " shape framework 2 across being placed on the upper surface of intermediate transverse girder 11, fixing steel plate 8 on " Π " shape framework 2 horizontal component lower chord and adjustment steel plate 9 are adjacent to the two sides of intermediate transverse girder 11, by leading screw through the circular hole on fixing steel plate 8 and adjustment steel plate 9, with fastening nuts leading screw 10, intermediate transverse girder 11 fixing steel plate 8 and adjustment steel plate 9 are clamped, makes Hanging Basket located lateral; The height of described " Π " shape framework 2 is the upper surface of scaffold floor 3 to be laid on Hanging Basket 1 is 1.4-1.6m to intermediate transverse girder 11 bottom level;
(3) horizontal-associate square steel pipe 5 is passed the degree of lip-rounding groove 12 on the crossbeam of both sides before and after Hanging Basket 1 middle opening position, the pin-and-hole of horizontal-associate square steel pipe 5 both sides is vertically arranged;
(4) bearing pin 4 being inserted pin-and-hole makes described horizontal-associate square steel pipe 5 be connected with left and right sides Hanging Basket 1, and bearing pin elbow end is affixed on the other Hanging Basket 1 longeron place of pin-and-hole.
(5) crossbeam both sides protuberance of longitudinal for base plate connecting rod 6 being stuck in described Hanging Basket 1 base plate place make two Hanging Basket 1 base plate places be fixedly linked.
(6) the both sides protuberance of base plate lateral connection bar 7 is stuck on the longitudinal connecting rod 6 of outermost two base plates and makes to be fixedly linked between the longitudinal connecting rod 6 of multiple base plate.
(7) on described Hanging Basket 1, the longitudinal connecting rod 6 of base plate and base plate lateral connection bar 7, scaffold floor 3 is laid.
Claims (1)
1. the cradle structure of high-altitude crossbeam soffit monitoring point layout, it is characterized in that: it comprises the steel work intermediate transverse girder will arranging measuring point and two Hanging Baskets being symmetricly set on the left and right sides below intermediate transverse girder, two described Hanging Basket opened top and leave in the centre of a side opening formed semi-closed structure, each of two described Hanging Baskets is grid structure, the crossbeam of described two Hanging Basket opening both sides is welded with degree of lip-rounding groove respectively, two described semiclosed faces of Hanging Basket are oppositely arranged, two " Π " shape frameworks are provided with above between the opposite side of two Hanging Baskets, two described " Π " shape framework horizontal components are across being arranged on steel work intermediate transverse girder, be fixedly linked with the top cross-bar of Hanging Basket opening both sides respectively bottom the vertical portion of two " Π " shape frameworks, be connected respectively by the horizontal-associate square steel pipe through degree of lip-rounding groove between the corresponding crossbeam of two Hanging Basket opening both sides, the pin-and-hole vertically arranged is had at described horizontal-associate square steel pipe two ends, bearing pin is inserted with in each pin-and-hole, the elbow end of described bearing pin is affixed on the other Hanging Basket longeron place of pin-and-hole, the crossbeam that the both sides protuberance of the longitudinal connecting rod of " Mi " shape base plate of multiple setting spaced in parallel to each other is stuck in two Hanging Basket base plate places make two Hanging Basket base plate places be fixedly linked, the both sides protuberance of multiple base plate lateral connection bar be set parallel to each other is stuck on the longitudinal connecting rod of outermost two foundation plates and makes to be fixedly linked between the longitudinal connecting rod of multiple base plate, on the base plate of described Hanging Basket, the longitudinal connecting rod of base plate and base plate lateral connection bar are equipped with scaffold floor, the height of described " Π " shape framework be from the upper surface of scaffold floor to the bottom level of the horizontal component of intermediate transverse girder be 1.4-1.6m, the lower chord of described " Π " shape framework horizontal component is fixed with fixing steel plate and slidably connects adjustment steel plate, leading screw is connected with between described fixing steel plate and adjustment steel plate, described steel work intermediate transverse girder clamping be arranged on described fixing steel plate and regulate between steel plate and the two ends of leading screw by nut and fixing steel plate with regulate Interal fixation and be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189444.4U CN204552051U (en) | 2015-03-31 | 2015-03-31 | The cradle structure of high-altitude crossbeam soffit monitoring point layout |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520189444.4U CN204552051U (en) | 2015-03-31 | 2015-03-31 | The cradle structure of high-altitude crossbeam soffit monitoring point layout |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204552051U true CN204552051U (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520189444.4U Withdrawn - After Issue CN204552051U (en) | 2015-03-31 | 2015-03-31 | The cradle structure of high-altitude crossbeam soffit monitoring point layout |
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|---|---|
| CN (1) | CN204552051U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746861A (en) * | 2015-03-31 | 2015-07-01 | 中国建筑第六工程局有限公司 | Hanging basket structure for high crossbeam lower surface monitoring point arrangement and installation method |
| CN107217836A (en) * | 2017-07-07 | 2017-09-29 | 中国建筑第六工程局有限公司 | A kind of construction hanging basket suspension arrangement for steel construction shelter bridge |
-
2015
- 2015-03-31 CN CN201520189444.4U patent/CN204552051U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746861A (en) * | 2015-03-31 | 2015-07-01 | 中国建筑第六工程局有限公司 | Hanging basket structure for high crossbeam lower surface monitoring point arrangement and installation method |
| CN107217836A (en) * | 2017-07-07 | 2017-09-29 | 中国建筑第六工程局有限公司 | A kind of construction hanging basket suspension arrangement for steel construction shelter bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150812 Effective date of abandoning: 20160907 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |