CN203430063U - Slipping splicing scaffold used for installing large-span steel structure roof primary truss - Google Patents
Slipping splicing scaffold used for installing large-span steel structure roof primary truss Download PDFInfo
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- CN203430063U CN203430063U CN201320513323.1U CN201320513323U CN203430063U CN 203430063 U CN203430063 U CN 203430063U CN 201320513323 U CN201320513323 U CN 201320513323U CN 203430063 U CN203430063 U CN 203430063U
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Abstract
The utility model provides a slipping splicing scaffold used for installing a large-span steel structure roof primary truss, and belongs to steel structure installation auxiliary devices. The slipping splicing scaffold is characterized in that the slipping splicing scaffold is mainly composed of sleepers, tracks, walking wheels, wheel carriers, a steel bottom frame, steel pipe scaffolds and steel pipe connection frames, the sleepers are evenly distributed at intervals to form three lines, the sleepers in each line are paved with a three-track set, namely, the sleepers are paved with three three-track sets or nine tracks, the steel bottom frame is erected on the three three-track sets, nine sets of walking wheels are correspondingly arranged at the bottom of the steel bottom frame, welding steel pipe sleeves are evenly distributed on the upper surface of each steel frame of the steel bottom frame in a rectangular mode, steel pipes at the same height are correspondingly inserted into the steel pipe sleeves respectively, and transverse pipes or longitudinal pipes or inclined struts are evenly distributed on each steel pipe on the same side of the corresponding steel frame from bottom to top to form the corresponding steel pipe scaffold, the upper portions of all the steel pipe scaffolds are connected into a whole through the steel pipe connection frames, the installation quality of the roof primary truss is reliable, the installation speed is high, and the installation efficiency is high.
Description
Technical field
The utility model belongs to Steel Structure Installation servicing unit, especially relates to a kind of large span steel structure roof main couple installation moulding bed.
Background technology
Steel work is widely used under construction now, and large span steel structure roof is because its moulding plasticity is strong and outward appearance is graceful, more be widely used in large public building, but because the main couple span of roof system is large, Heavy Weight, conventionally adopt sectional and aerial splicing to install, the fixed assembled moulding bed of large span steel structure roof main couple need to be set conventionally, waste time and energy, efficiency is low.
Summary of the invention
The purpose of this utility model is to propose a kind of large span steel structure roof main couple installation slipping and assembling moulding bed, not only simple and reasonable, easy to operate, and making the installation quality of large span steel structure roof main couple reliable, installation rate is fast, raises labour efficiency.
The purpose of this utility model is achieved like this: a kind of large span steel structure roof main couple is installed with slipping and assembling moulding bed (being called for short slipping and assembling moulding bed), it is characterized in that: this kind of large span steel structure roof main couple is installed with slipping and assembling moulding bed mainly by sleeper, track, road wheel, wheel carrier, steel underframe, steel pipe moulding bed and steel pipe link form, this rectangular sleeper is setting in column uniformly at intervals from front to back, and sleeper on ground from left to right symmetrical compartment of terrain level be laid to left, center, right three row, before and after being respectively, to ground, lay one group of track on the sleeper of each row, this group of track is comprised of three of left, center, rights track uniformly at intervals again, three groups of i.e. nine tracks have been laid altogether, this track can be made with i iron, on three groups of tracks, set up steel underframe, this steel underframe is mainly by the double-deck main beam of the uniform double-deck rectangular bar of steel framework of three of left, center, rights symmetry and the front and back between adjacent between two steel frame, to be welded, position in the bottom of this steel underframe corresponding to each steel frame fixedly mounts respectively three groups of road wheels (i.e. six road wheels) that arrange before and after being all symmetrically with wheel carrier, nine groups of road wheels (totally ten eight road wheels) have been installed altogether in the bottom of steel underframe like this, and on the upper surface of each steel frame of steel underframe the uniform steel pipe socket that is welded in column of embarking on journey respectively in rectangular layoutly, (illustrate: this steel underframe is applied for utility model patent simultaneously in addition, so its structure is not further described), by the equal corresponding bolster of road wheel before and after each group in orbit, steel underframe can move forward and backward as required like this, on a left side, in, the contour steel pipe of the corresponding plug-in mounting of difference in each steel pipe socket on right steel frame, on each steel frame, on each steel pipe of homonymy, use from bottom to top the uniform installation transverse tube of steel pipe buckle or longitudinal tubule (L tubule) or down tube, and the top of each steel pipe on each steel frame fixedly mounts respectively horizontal top plate, just form respectively vertical steel pipe moulding bed, simultaneously, between the top between the top of left steel pipe moulding bed and middle steel pipe moulding bed with at middle steel pipe moulding bed and right steel pipe moulding bed, connecting with steel tube respectively frame is connected and is integral.
During use, first at the top of each steel pipe moulding bed, install respectively mainly by steelframe, jack, the roof system main couple fastening devices (not shown in FIG.) that sleeper and level gauge form, (illustrate: this roof system main couple fastening devices is applied for utility model patent simultaneously in addition, so its structure is not further described), then, roof system main couple is erected in each roof system main couple fastening devices, carry out the installation of a Pin roof system main couple, when a Pin roof system main couple centering, after installation finishes, by hoist engine, this slipping and assembling moulding bed is drawn to the installation site to next Pin roof system main couple, carry out the installation of next Pin roof system main couple, until the whole installations of roof system main couple, installation quality is reliable, installation rate is fast, efficiency is high.
A kind of large span steel structure roof main couple that the utility model proposes is installed and is used slipping and assembling moulding bed, not only simple and reasonable, easy to operate, and making the installation quality of large span steel structure roof main couple reliable, installation rate is fast, has improved efficiency.
A kind of large span steel structure roof main couple now in conjunction with the accompanying drawings and embodiments the utility model being proposed is installed and is described further with slipping and assembling moulding bed.
Accompanying drawing explanation
Fig. 1 is that the master that a kind of large span steel structure roof main couple that the utility model proposes is installed while using with slipping and assembling moulding bed looks schematic diagram.
Fig. 2 is the A enlarged diagram in Fig. 1.
In Fig. 1, Fig. 2: 1, sleeper 2, track 3-1, road wheel 3-2, wheel carrier 4, steel underframe 5, steel pipe moulding bed 6, roof system main couple 7, steel pipe link.
The specific embodiment
From Fig. 1-Fig. 2, can find out: a kind of large span steel structure roof main couple is installed with slipping and assembling moulding bed (being called for short slipping and assembling moulding bed), it is characterized in that: this kind of large span steel structure roof main couple is installed with slipping and assembling moulding bed mainly by sleeper 1, track 2, road wheel 3-1, wheel carrier 3-2, steel underframe 4, steel pipe moulding bed 5 and steel pipe link 7 form, the setting in column uniformly at intervals from front to back of this rectangular sleeper 1, and sleeper 1 on ground from left to right symmetrical compartment of terrain level be laid to left, center, right three row, before and after being respectively, to ground, lay one group of track 2 on the sleeper 1 of each row, this group of track 2 is comprised of three of left, center, rights track 2 uniformly at intervals again, three groups of i.e. nine tracks 2 have been laid altogether, this track 2 can be made with i iron, on three groups of tracks 2, set up steel underframe 4, this steel underframe 4 is mainly by the double-deck main beam of the uniform double-deck rectangular bar of steel framework of three of left, center, rights symmetry and the front and back between adjacent between two steel frame, to be welded, position in the bottom of this steel underframe 4 corresponding to each steel frame fixedly mounts respectively i.e. six the road wheel 3-1 of three groups of road wheel 3-1(that arrange before and after being all symmetrically with wheel carrier 3-2), i.e. totally ten eight the road wheel 3-1 of nine groups of road wheel 3-1(have been installed so altogether) in the bottom of steel underframe 4, and on the upper surface of each steel frame of steel underframe 4 the uniform steel pipe socket that is welded in column of embarking on journey respectively in rectangular layoutly, (illustrate: this steel underframe 4 is applied for utility model patent simultaneously in addition, so its structure is not further described), before and after each is organized, the equal corresponding bolster of road wheel is on track 2, steel underframe 4 can move forward and backward as required like this, on a left side, in, the contour steel pipe of the corresponding plug-in mounting of difference in each steel pipe socket on right steel frame, on each steel frame, on each steel pipe of homonymy, use from bottom to top the uniform installation transverse tube of steel pipe buckle or longitudinal tubule (L tubule) or down tube, and the top of each steel pipe on each steel frame fixedly mounts respectively horizontal top plate, just form respectively vertical steel pipe moulding bed 5, simultaneously, between the top between the top of left steel pipe moulding bed and middle steel pipe moulding bed with at middle steel pipe moulding bed and right steel pipe moulding bed, connecting with steel tube respectively frame 7 is connected and is integral.
During use, first at the top of each steel pipe moulding bed 5, install respectively mainly by steelframe, jack, the roof system main couple fastening devices (not shown in FIG.) that sleeper and level gauge form, (illustrate: this roof system main couple fastening devices is applied for utility model patent simultaneously in addition, so its structure is not further described), then, roof system main couple 6 is erected in each roof system main couple fastening devices, carry out the installation of a Pin roof system main couple 6, when Pin roof system main couple 6 centerings, after installation finishes, by hoist engine, this slipping and assembling moulding bed is drawn to the installation site to next Pin roof system main couple 6, carry out the installation of next Pin roof system main couple 6, until the whole installations of roof system main couple 6, installation quality is reliable, installation rate is fast, efficiency is high.
Claims (2)
1. a large span steel structure roof main couple is installed and is used slipping and assembling moulding bed, it is characterized in that: this kind of large span steel structure roof main couple is installed with slipping and assembling moulding bed mainly by sleeper (1), track (2), road wheel (3-1), wheel carrier (3-2), steel underframe (4), steel pipe moulding bed (5) and steel pipe link (7) form, the setting in column uniformly at intervals from front to back of this rectangular sleeper (1), and sleeper (1) on ground from left to right symmetrical compartment of terrain level be laid to left, center, right three row, before and after being respectively, to ground, lay one group of track (2) on the sleeper (1) of each row, this one group of track (2) is comprised of three tracks in left, center, right (2) uniformly at intervals again, three groups of i.e. nine tracks (2) have been laid altogether, on three groups of tracks (2), set up steel underframe (4), this steel underframe (4) is mainly by the double-deck main beam of the uniform double-deck rectangular bar of steel framework of three of left, center, rights symmetry and the front and back between adjacent between two steel frame, to be welded, in the bottom of this steel underframe (4), corresponding to the position of each steel frame, use respectively wheel carrier (3-2) to fixedly mount symmetrically three groups of road wheels (3-1) i.e. that arrange before and after being all, six road wheels (3-1), nine groups of road wheels (3-1) i.e. totally ten eight road wheels (3-1) have been installed altogether in the bottom of steel underframe (4), and on the upper surface of each steel frame of steel underframe (4) the uniform steel pipe socket that is welded in column of embarking on journey respectively in rectangular layoutly, before and after each is organized, the equal corresponding bolster of road wheel is on track (2), on a left side, in, the contour steel pipe of the corresponding plug-in mounting of difference in each steel pipe socket on right steel frame, on each steel frame, on each steel pipe of homonymy, use from bottom to top the uniform installation transverse tube of steel pipe buckle or longitudinal tubule (L tubule) or down tube, and the top of each steel pipe on each steel frame fixedly mounts respectively horizontal top plate, just form respectively vertical steel pipe moulding bed (5), simultaneously, between the top between the top of left steel pipe moulding bed and middle steel pipe moulding bed with at middle steel pipe moulding bed and right steel pipe moulding bed, connecting with steel tube respectively frame (7) is connected and is integral.
2. a kind of large span steel structure roof main couple according to claim 1 is installed and is used slipping and assembling moulding bed, it is characterized in that this track (2) makes with I-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320513323.1U CN203430063U (en) | 2013-08-22 | 2013-08-22 | Slipping splicing scaffold used for installing large-span steel structure roof primary truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320513323.1U CN203430063U (en) | 2013-08-22 | 2013-08-22 | Slipping splicing scaffold used for installing large-span steel structure roof primary truss |
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| Publication Number | Publication Date |
|---|---|
| CN203430063U true CN203430063U (en) | 2014-02-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320513323.1U Expired - Lifetime CN203430063U (en) | 2013-08-22 | 2013-08-22 | Slipping splicing scaffold used for installing large-span steel structure roof primary truss |
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| CN (1) | CN203430063U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675125A (en) * | 2015-03-05 | 2015-06-03 | 中国建筑第二工程局有限公司 | Large-span roof high bracket supporting system with inclination angle and slide moving construction method thereof |
| CN105484506A (en) * | 2015-12-14 | 2016-04-13 | 中国一冶集团有限公司 | Universal adjustable space truss splicing device and using method thereof |
| CN106065714A (en) * | 2016-05-03 | 2016-11-02 | 中国建筑第八工程局有限公司 | Large-span truss high low area sliding docking construction method |
| CN106522566A (en) * | 2016-12-05 | 2017-03-22 | 中铁三局集团建筑安装工程有限公司 | Roof steel truss slipping rail and dismounting and installing method thereof |
| CN108979152A (en) * | 2018-08-31 | 2018-12-11 | 上海宝冶集团有限公司 | Fetal membrane and its construction method for the high-altitude segmented assembly of large span steel truss |
| CN109057363A (en) * | 2018-07-27 | 2018-12-21 | 浙江精工钢结构集团有限公司 | A kind of tower sliding support frame and large span semicircular pipe truss structure construction method |
| CN113863684A (en) * | 2021-09-18 | 2021-12-31 | 中国建筑第八工程局有限公司 | Construction method of stepped double-layer steel truss |
-
2013
- 2013-08-22 CN CN201320513323.1U patent/CN203430063U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675125A (en) * | 2015-03-05 | 2015-06-03 | 中国建筑第二工程局有限公司 | Large-span roof high bracket supporting system with inclination angle and slide moving construction method thereof |
| CN104675125B (en) * | 2015-03-05 | 2017-04-12 | 中国建筑第二工程局有限公司 | Large-span roof high bracket supporting system with inclination angle and slide moving construction method thereof |
| CN105484506A (en) * | 2015-12-14 | 2016-04-13 | 中国一冶集团有限公司 | Universal adjustable space truss splicing device and using method thereof |
| CN106065714A (en) * | 2016-05-03 | 2016-11-02 | 中国建筑第八工程局有限公司 | Large-span truss high low area sliding docking construction method |
| CN106065714B (en) * | 2016-05-03 | 2018-06-29 | 中国建筑第八工程局有限公司 | Large-span truss height area sliding docking construction method |
| CN106522566A (en) * | 2016-12-05 | 2017-03-22 | 中铁三局集团建筑安装工程有限公司 | Roof steel truss slipping rail and dismounting and installing method thereof |
| CN109057363A (en) * | 2018-07-27 | 2018-12-21 | 浙江精工钢结构集团有限公司 | A kind of tower sliding support frame and large span semicircular pipe truss structure construction method |
| CN109057363B (en) * | 2018-07-27 | 2021-02-05 | 浙江精工钢结构集团有限公司 | Tower type sliding support frame and construction method of large-span semicircular pipe truss structure |
| CN108979152A (en) * | 2018-08-31 | 2018-12-11 | 上海宝冶集团有限公司 | Fetal membrane and its construction method for the high-altitude segmented assembly of large span steel truss |
| CN113863684A (en) * | 2021-09-18 | 2021-12-31 | 中国建筑第八工程局有限公司 | Construction method of stepped double-layer steel truss |
| CN113863684B (en) * | 2021-09-18 | 2023-02-28 | 中国建筑第八工程局有限公司 | Construction method of stepped double-layer steel truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140212 |