CN204152217U - The assembled moulding bed of the assembling that a kind of Construction of Steel Structure is general - Google Patents
The assembled moulding bed of the assembling that a kind of Construction of Steel Structure is general Download PDFInfo
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- CN204152217U CN204152217U CN201420494597.5U CN201420494597U CN204152217U CN 204152217 U CN204152217 U CN 204152217U CN 201420494597 U CN201420494597 U CN 201420494597U CN 204152217 U CN204152217 U CN 204152217U
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- moulding bed
- load
- bolt hole
- adjusting bolt
- vertical rod
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Abstract
The assembled moulding bed of the assembling that Construction of Steel Structure is general, belongs to steel structure assembling equipment technical field.Comprise main supporting component and load puts assembly, it is characterized in that: moulding bed crossbeam (1) offers multipair adjusting bolt hole, moulding bed vertical rod (2) correspondence is fixed on the distance between the adjustable moulding bed vertical rod (2) in adjusting bolt hole of moulding bed crossbeam (1) diverse location, described connecting rod (3) is provided with multipair adjusting bolt hole, the distance between connecting rod (3) the adjusting bolt hole adjustable moulding bed crossbeam (1) that be fixed on diverse location corresponding to moulding bed crossbeam (1); Described moulding bed vertical rod (2) top and rear moulding bed vertical rod (2) bottom transverse are provided with load and put assembly.The distance of the Distance geometry moulding bed vertical rod in the utility model between moulding bed crossbeam can both regulate as required, adapts to the different steel work required, thus makes assembled moulding bed of the present utility model realize recycling.
Description
Technical field
The assembled moulding bed of the assembling that Construction of Steel Structure is general, belongs to steel structure assembling equipment technical field.
Background technology
Along with the development of domestic construction industry, the engineering of the tube truss structures such as the especially various large-scale stadium of structural steelwork, exhibition hall is increasing, and quantity is increasing.In order to bring benefits as early as possible, the construction period of engineering is more and more stricter.But the measure of a lot of engineering all kinds of construction in work progress can only carry out the assembled of a kind of caliber or pipe distance, and the steel work compliance required difference is very poor.Make equipment investment expense be disposable input, can not reuse, cause very large waste to Construction unit, unit in charge of construction and social resources, can directly affect duration of a project, cost of production and economic benefit simultaneously.
Utility model content
The technical problems to be solved in the utility model is: overcome the deficiencies in the prior art, the assembled moulding bed of assembling that the Construction of Steel Structure that provide a kind of and be suitable for various steel work, can reuse is general.
The utility model solves the technical scheme that its technical problem adopts: the assembled moulding bed of the assembling that this Construction of Steel Structure is general, comprise main supporting component and load puts assembly, main supporting component comprises two parallel moulding bed crossbeams, vertical two the moulding bed vertical rods having differing heights on moulding bed crossbeam, be connected and fixed by connecting rod between moulding bed crossbeam, it is characterized in that: described moulding bed crossbeam offers multipair first adjusting bolt hole, moulding bed vertical rod correspondence is fixed on the distance between the first adjustable moulding bed vertical rod in adjusting bolt hole of moulding bed crossbeam diverse location, described connecting rod is provided with multipair second adjusting bolt hole, distance between the connecting rod second adjusting bolt hole adjustable moulding bed crossbeam that be fixed on diverse location corresponding to moulding bed crossbeam, laterally being provided with load puts assembly for described moulding bed vertical rod top and rear moulding bed bottom of upright rod.
The distance of the Distance geometry moulding bed vertical rod in the utility model between moulding bed crossbeam can both regulate as required, adapts to the different steel work required, thus makes assembled moulding bed of the present utility model realize recycling.Distance adjustment everywhere of the present utility model adopts the form offering adjusting bolt hole in advance, and processing technology is simple, but result of use is obvious.Adjusting bolt hole predeterminated position is determined, being convenient to location, can not producing comparatively big error when regulating.
Preferably, the load of two moulding bed vertical rods on same moulding bed crossbeam is put assembly and is oppositely arranged.The load be oppositely arranged puts assembly, when machined steel structure, is convenient to processing staff's erect-position.And once the steel beam column of machined steel structure is from dropping, can falls between two moulding bed vertical rods, can not roll everywhere under the barrier effect of moulding bed vertical rod, be convenient to collect and also can not injure processing staff by a crashing object.
Described load is put assembly and is comprised load and put bar, adjustment plate and locating piece, and load is put bar and is vertically mounted in moulding bed vertical rod by adjustment plate, and locating piece is vertically mounted on load puts on masthead face by adjusting plate.
Described moulding bed vertical rod and load are put on bar and are offered multipair adjusting bolt hole, install the 3rd adjustable load in adjusting bolt hole that adjustment plate that load puts bar is fixed on moulding bed vertical rod top diverse location and put bar place height, the adjustment plate installing locating piece is fixed on the position width that load puts the 4th adjustable locating piece in adjusting bolt hole of bar diverse location.Described moulding bed vertical rod and load are put on bar and are offered multipair adjusting bolt hole, install the 3rd adjustable load in adjusting bolt hole that adjustment plate that load puts bar is fixed on moulding bed vertical rod top diverse location and put bar place height, the adjustment plate installing locating piece is fixed on the position width that load puts the 4th adjustable locating piece in adjusting bolt hole of bar diverse location.It is stronger that the position width that load puts bar place height and locating piece realizes the adjustable steel work adaptive capacity being the utility model requires difference.The steel work realized for different tube diameters carries out fine adjustment, makes location more accurate, processes convenient.
Preferably, obliquely between described connecting rod and moulding bed vertical rod support member is connected with.The support member of oblique connection utilizes leg-of-mutton stability, ensures the stability of connecting rod and moulding bed vertical rod, reduces mixed moving thus the dimensional stability of increase steel work processing.
Compared with prior art, the beneficial effect that the assembled moulding bed of the assembling that Construction of Steel Structure of the present utility model is general has is: the position width that the distance of the distance in the utility model between moulding bed crossbeam, moulding bed vertical rod, load put bar place height and locating piece can both regulate as required, adapt to the different steel work required, the steel work realized for different tube diameters carries out fine adjustment, make location more accurate, process convenient.Distance adjustment everywhere of the present utility model adopts the form offering adjusting bolt hole in advance, and processing technology is simple, but result of use is obvious.Adjusting bolt hole predeterminated position is determined, being convenient to location, can not producing comparatively big error when regulating.The load be oppositely arranged puts assembly, and ensure that the steel beam column dropped can not roll everywhere and be convenient to collect, process is safer.Assembled moulding bed of the present utility model can reuse.Increase the make efficiency of steel work, shorten the construction period further.
Accompanying drawing explanation
Fig. 1 is the structural representation of the assembled moulding bed of assembling that a kind of Construction of Steel Structure of the utility model is general.
Fig. 2 is the locating piece parts enlarged drawing at a place in Fig. 1.
Fig. 3 is that schematic diagram put by the steel work of the assembled moulding bed of assembling that a kind of Construction of Steel Structure of the utility model is general.
Fig. 4 is the steel structure splicing schematic diagram of the assembled moulding bed of assembling that a kind of Construction of Steel Structure of the utility model is general.
Wherein, 1, moulding bed crossbeam 2, moulding bed vertical rod 3, connecting rod 4, support member 5, locating piece 6, adjustment plate 7, first adjusting bolt hole 8, erection bolt 9, main steel beam column 10, connect steel beam column 11, load puts bar 12, second adjusting bolt hole 13, the 3rd adjusting bolt hole 14, the 4th adjusting bolt hole.
Detailed description of the invention
Fig. 1 ~ 4 are most preferred embodiments of the present utility model, are described further below in conjunction with accompanying drawing 1 ~ 4 pair of the utility model.
With reference to accompanying drawing 1 ~ 4: the assembled moulding bed of assembling that a kind of Construction of Steel Structure of the present utility model is general, comprise two parallel moulding bed crossbeams 1, moulding bed vertical rod 2, connecting rod 3, support member 4, locating piece 5, adjustment plate 6 and load and put bar 11, vertical two the moulding bed vertical rods 2 having differing heights on same moulding bed crossbeam 1, the load of two moulding bed vertical rods 2 on same moulding bed crossbeam 1 is put bar 11 and is oppositely arranged; Load is put bar 11 and is vertically mounted in moulding bed vertical rod 2 by adjustment plate 6, and locating piece 5 is vertically mounted on load by adjustment plate 6 and puts on bar 11 end face.Moulding bed vertical rod 2 and load are put bar 11 and are provided with multipair adjusting bolt hole, install the 3rd adjustable load in adjusting bolt hole 13 that adjustment plate 6 that load puts bar 11 is fixed on moulding bed vertical rod 2 diverse location and put bar 11 place height, the adjustment plate 6 installing locating piece 5 is fixed on the position width that load puts the 4th adjustable locating piece 5 in adjusting bolt hole 14 of bar 11 diverse location.Be connected and fixed by connecting rod 3 between moulding bed crossbeam 1, obliquely between connecting rod 3 and moulding bed vertical rod 2 be connected with support member 4; Moulding bed crossbeam 1 offers multipair first adjusting bolt hole 7, moulding bed vertical rod 2 correspondence is fixed on the distance between the first adjustable moulding bed vertical rod 2 in adjusting bolt hole 7 of moulding bed crossbeam 1 diverse location, connecting rod 3 is provided with multipair second adjusting bolt hole 12, the distance between the connecting rod 3 second adjusting bolt hole 12 adjustable moulding bed crossbeam 1 that be fixed on diverse location corresponding to moulding bed crossbeam 1.Adapt to the steel work assembling requirement that different spacing requires, different tube diameters requires.
Other embodiments: basic structure and annexation are with shown in above-mentioned accompanying drawing 1 ~ 4.Unlike: load is put bar 11 and is adopted fixing elbow bend to replace, and the limit of elbow bend is oblique to be welded on adjustment plate 6, and elbow bend is opening up.The steel beam column of different tube diameters, automatic clamping is at the different depth of elbow bend, and clamping is firm, without the need to regulating.
Concrete using method for: first according to the length of processed segmentation steel work, utilize erection bolt 8 to be fixed on the second adjusting bolt hole 12 of relevant position by connecting rod 3, regulate the distance between two moulding bed crossbeams 2.Again according to structural steel design tube pitch, moulding bed vertical rod 2 is fixed on the first adjusting bolt hole 7 of moulding bed crossbeam 2 relevant position, load is put bar 11 and is fixed on the first adjusting bolt hole 7 of moulding bed vertical rod 2 corresponding height.The position of caliber to locating piece 5 according to main steel beam column 9 used regulates, and is just surrounded by main steel beam column 9 to make it.Three main steel beam column 9 are carried on a shoulder pole the load being placed on corresponding height respectively put on bar 11.Then utilize the utility model to support, the connection steel beam column 10 between fixing main steel beam column 9, completes the assembled of segmentation steel work.
The above, it is only preferred embodiment of the present utility model, be not restriction the utility model being made to other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the Equivalent embodiments of equivalent variations.But everyly do not depart from technical solutions of the utility model content, any simple modification, equivalent variations and the remodeling done above embodiment according to technical spirit of the present utility model, still belong to the protection domain of technical solutions of the utility model.
Claims (5)
1. the assembled moulding bed of assembling that a Construction of Steel Structure is general, comprise main supporting component and load puts assembly, main supporting component comprises two parallel moulding bed crossbeams (1), upper vertical two the moulding bed vertical rods (2) having differing heights of moulding bed crossbeam (1), be connected and fixed by connecting rod (3) between moulding bed crossbeam (1), it is characterized in that: described moulding bed crossbeam (1) offers multipair first adjusting bolt hole (7), moulding bed vertical rod (2) correspondence is fixed on the distance between the first adjustable moulding bed vertical rod (2) in adjusting bolt hole (7) of moulding bed crossbeam (1) diverse location, described connecting rod (3) is provided with multipair second adjusting bolt hole (12), distance between connecting rod (3) second adjusting bolt hole (12) the adjustable moulding bed crossbeam (1) that be fixed on diverse location corresponding to moulding bed crossbeam (1), described moulding bed vertical rod (2) top and rear moulding bed vertical rod (2) bottom transverse are provided with load and put assembly.
2. the assembled moulding bed of assembling that a kind of Construction of Steel Structure according to claim 1 is general, is characterized in that: the load of two moulding bed vertical rods (2) on same moulding bed crossbeam (1) is put assembly and is oppositely arranged.
3. the assembled moulding bed of assembling that a kind of Construction of Steel Structure according to claim 1 and 2 is general, it is characterized in that: described load is put assembly and comprised load and put bar (11), adjustment plate (6) and locating piece (5), load is put bar (11) and is vertically mounted in moulding bed vertical rod (2) by adjustment plate (6), and locating piece (5) is vertically mounted on load by adjustment plate (6) and puts on bar (11) end face.
4. the assembled moulding bed of assembling that a kind of Construction of Steel Structure according to claim 3 is general, it is characterized in that: described moulding bed vertical rod (2) and load are put on bar (11) and offered multipair adjusting bolt hole, install the 3rd adjusting bolt hole (13) the adjustable load that adjustment plate (6) that load puts bar (11) is fixed on moulding bed vertical rod (2) top diverse location and put bar (11) place height, the adjustment plate (6) installing locating piece (5) is fixed on the position width that load puts the 4th adjusting bolt hole (14) adjustable locating piece (5) of bar (11) diverse location.
5. the assembled moulding bed of assembling that a kind of Construction of Steel Structure according to claim 1 is general, is characterized in that: obliquely between described connecting rod (3) and moulding bed vertical rod (2) be connected with support member (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420494597.5U CN204152217U (en) | 2014-08-30 | 2014-08-30 | The assembled moulding bed of the assembling that a kind of Construction of Steel Structure is general |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420494597.5U CN204152217U (en) | 2014-08-30 | 2014-08-30 | The assembled moulding bed of the assembling that a kind of Construction of Steel Structure is general |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204152217U true CN204152217U (en) | 2015-02-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420494597.5U Expired - Fee Related CN204152217U (en) | 2014-08-30 | 2014-08-30 | The assembled moulding bed of the assembling that a kind of Construction of Steel Structure is general |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204152217U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926959A (en) * | 2016-05-06 | 2016-09-07 | 浙江精工钢结构集团有限公司 | All-weather truss splicing bed-jig |
| CN106121253A (en) * | 2016-06-23 | 2016-11-16 | 山东大学 | Installation component adjustable auxiliary installation device and method |
| CN106760624A (en) * | 2016-12-08 | 2017-05-31 | 中建钢构有限公司 | A kind of support jig for supporting wide span single layer latticed shell structure |
| CN107139082A (en) * | 2017-06-12 | 2017-09-08 | 芜湖天航科技（集团）股份有限公司 | Frock moulding bed for steel member ball blast |
| CN107190993A (en) * | 2017-05-31 | 2017-09-22 | 中国二十冶集团有限公司 | The preassembling moulding bed and its assembling method of large span inverted trapezoidal truss |
| CN107476585A (en) * | 2017-07-13 | 2017-12-15 | 上海二十冶建设有限公司 | Adjustable assembled moulding bed and its application method for steel structure assembling |
| CN108104484A (en) * | 2017-12-15 | 2018-06-01 | 浙江钢泰钢结构工程有限公司 | A kind of assembling type steel structure sliding rack |
| CN111422326A (en) * | 2020-03-13 | 2020-07-17 | 上海外高桥造船有限公司 | Universal jig frame for tank type bulkhead |
| CN114278102A (en) * | 2021-12-21 | 2022-04-05 | 中铁三局集团建筑安装工程有限公司 | Combined beam column joint and construction method thereof |
| CN116837999A (en) * | 2023-06-07 | 2023-10-03 | 中国五冶集团有限公司 | Adjustable jig frame for manufacturing unit plate curtain wall and manufacturing method |
-
2014
- 2014-08-30 CN CN201420494597.5U patent/CN204152217U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926959A (en) * | 2016-05-06 | 2016-09-07 | 浙江精工钢结构集团有限公司 | All-weather truss splicing bed-jig |
| CN106121253A (en) * | 2016-06-23 | 2016-11-16 | 山东大学 | Installation component adjustable auxiliary installation device and method |
| CN106760624A (en) * | 2016-12-08 | 2017-05-31 | 中建钢构有限公司 | A kind of support jig for supporting wide span single layer latticed shell structure |
| CN107190993A (en) * | 2017-05-31 | 2017-09-22 | 中国二十冶集团有限公司 | The preassembling moulding bed and its assembling method of large span inverted trapezoidal truss |
| CN107139082A (en) * | 2017-06-12 | 2017-09-08 | 芜湖天航科技（集团）股份有限公司 | Frock moulding bed for steel member ball blast |
| CN107476585A (en) * | 2017-07-13 | 2017-12-15 | 上海二十冶建设有限公司 | Adjustable assembled moulding bed and its application method for steel structure assembling |
| CN108104484A (en) * | 2017-12-15 | 2018-06-01 | 浙江钢泰钢结构工程有限公司 | A kind of assembling type steel structure sliding rack |
| CN108104484B (en) * | 2017-12-15 | 2024-04-19 | 浙江钢泰钢结构工程有限公司 | Assembled steel construction frame that slides |
| CN111422326A (en) * | 2020-03-13 | 2020-07-17 | 上海外高桥造船有限公司 | Universal jig frame for tank type bulkhead |
| CN111422326B (en) * | 2020-03-13 | 2022-03-15 | 上海外高桥造船有限公司 | Universal jig frame for tank type bulkhead |
| CN114278102A (en) * | 2021-12-21 | 2022-04-05 | 中铁三局集团建筑安装工程有限公司 | Combined beam column joint and construction method thereof |
| CN116837999A (en) * | 2023-06-07 | 2023-10-03 | 中国五冶集团有限公司 | Adjustable jig frame for manufacturing unit plate curtain wall and manufacturing method |
| CN116837999B (en) * | 2023-06-07 | 2024-03-15 | 中国五冶集团有限公司 | Adjustable jig frame for manufacturing unit plate curtain wall and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20200830 |