CN102141473A - Modularized combination machine tool - Google Patents
Modularized combination machine tool Download PDFInfo
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- CN102141473A CN102141473A CN 201010620547 CN201010620547A CN102141473A CN 102141473 A CN102141473 A CN 102141473A CN 201010620547 CN201010620547 CN 201010620547 CN 201010620547 A CN201010620547 A CN 201010620547A CN 102141473 A CN102141473 A CN 102141473A
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Abstract
The invention provides a modularized combination machine tool which comprises a group of modularized connecting beams (2), wherein a plurality of first installation structures are arranged on the side surface of each connecting beam (2) along the length direction, and second installation structures corresponding to the first installation structures are arranged on the end surface of each connecting beam (2). The modularized combination machine tool has novel design and simple structure, is safe and reliable to use and is convenient to operate; and with adoption of the modularized combination tool, the loading needs of structure strength tests in different support modes can be satisfied.
Description
Technical field
The present invention is in particular to a kind of modular combination frock.
Background technology
The Helicopter Transmission System structure has load-carrying member many (comprising various casings, axle, web member etc.), load complexity (the dynamic and static load that rotor is arranged, the transmitted load of engine and maneuver load etc.), reliability requirement height characteristics such as (fiduciary level of each parts need reach more than 99.99%, and degree of confidence is not less than 95%).Simultaneously for the response tactics index to the harsh requirement of kinematic train weight, light-alloy and compound substance are little owing to density, the good Helicopter Transmission System that is widely used in of performance, also use in a large number in the kinematic train part of new technology such as EBW (electron beam welding) in addition.Because new material, new technology uncertain factor in use are more, in addition, the intensity of light-alloy and compound substance and the dispersion degree in life-span are bigger, in order to ensure the flight safety of helicopter, need to carry out a large amount of stryctyrak tests in development process.
In the development process of Helicopter Transmission System load-carrying construction spare, need carry out multiple static(al) and torture test to a plurality of parts wherein, whether meet the demands to verify its structural strength.Many very complicated structural tests are wherein arranged, subtract complete machine slow test, upper casing static(al)/torture test, main rotor shaft torture test etc. and have that scale is big, load is complicated, need characteristics such as multichannel harmony loading as main.
If every test all adopts special-purpose test frock to carry out test separately, then need design corresponding parts frock integral supporting structure at different test demands, the workload of design, processing is very huge, the keeping that also is not easy to simultaneously frock with deposit, also can cause the waste of resource in addition.
Summary of the invention
The present invention aims to provide a kind of modular combination frock, and is novel in design, simple in structure, safe and reliable, easy to operate, can satisfy the loading demand of the stryctyrak test of different supporting forms.
To achieve these goals, according to an aspect of the present invention, a kind of modular combination frock is provided, it is characterized in that, comprise: a series of modular tie-beam, the side of each tie-beam has a plurality of first mounting structures that are provided with along its length, and end face has second mounting structure corresponding with first mounting structure.
Further, the modular combination frock also comprises: hexahedron mounting blocks, its each surface have three mounting structure corresponding with first mounting structure and second mounting structure.
Further, tie-beam comprises four side plates, and four side plates are provided with at least one side construction opening near each end.
Further, relatively be provided with the side construction opening with predetermined space on two relative side plates in four of tie-beam side plates.
Further, tie-beam comprises two side plates that are oppositely arranged, and two end plates that are positioned at two ends, on two lateral openings that two side plates form, be provided at predetermined intervals web joint respectively, web joint comprises first mounting structure, and first mounting structure of web joint and first mounting structure of adjacent side relevant position have equal height.
Further, web joint relatively is provided with at two lateral opening places.
Further, be provided with deep floor along its length at two relative side sheet rooms, deep floor is fixedly connected on the inwall of two opposite sides plate.
Further, first mounting structure is provided with the square installing plate of first mounting hole above being, second mounting structure is provided with the square installing plate of second mounting hole above being.
Further, six of the hexahedron mounting blocks the 3rd mounting structures are provided with one of at least construction opening.
Further, the 3rd mounting structure is provided with the square installing plate of the 3rd mounting hole above being.
Use technical scheme of the present invention, use a series of modular tie-beam, have multiple array configuration as the assembled tool parts, simple in structure, safe and reliable, easy to operate, can satisfy the loading demand of the stryctyrak test of different supporting forms.Various mounting structures are set on tie-beam, are convenient to build supporting construction, adapt to multiple needs according to the test demand.In the middle of tie-beam, deep floor is set, can increases the support strength of tie-beam, make it satisfy the needs that stressed bigger structural strength is tested.
Description of drawings
Figure of description is used to provide further understanding of the present invention, constitutes the application's a part, and illustrative examples of the present invention and explanation thereof are used to explain the present invention, do not constitute improper qualification of the present invention.In the accompanying drawings:
Fig. 1 shows according to modular combination tool structure synoptic diagram of the present invention;
Fig. 2 shows the structural representation according to hexahedron mounting blocks of the present invention;
Fig. 3 shows the sectional structure synoptic diagram according to hexahedron mounting blocks of the present invention;
Fig. 4 shows the perspective view according to hexahedron mounting blocks of the present invention;
Fig. 5 shows the structural representation according to tie-beam of the present invention;
Fig. 6 shows the sectional structure synoptic diagram according to tie-beam of the present invention;
Fig. 7 shows the right TV structure synoptic diagram according to the tie-beam of Fig. 5;
Fig. 8 shows the structural representation of looking up according to Fig. 7; And
Fig. 9 shows the perspective view according to tie-beam of the present invention.
Embodiment
Need to prove that under the situation of not conflicting, embodiment and the feature among the embodiment among the application can make up mutually.Describe the present invention below with reference to the accompanying drawings and in conjunction with the embodiments in detail.
According to the embodiment of modular combination frock of the present invention, comprise a series of modular tie-beam 2, the side of each tie-beam 2 has a plurality of first mounting structures that are provided with along its length, and end face has second mounting structure corresponding with first mounting structure.Modularization tie-beam 2 has plurality of specifications, and plurality of specifications has modular construction, is convenient to manufacture, and mounting interface is also set according to predetermined dimension, all has counter structure between each assembly, easy for installation, simple to operate, can select the various combination pattern according to different strength test demands simultaneously, can remove and install between each assembly, do not need to go to produce special test fixture, effectively reduce cost, save time according to the difference of strength test.When installation is combined in the assembling supporting construction,, select the tie-beam of different size to assemble, simultaneously tie-beam is set on mounting frame, can realize the satisfied needs, laborsaving saving time, flexible and convenient operation repeatedly tested of one-step installation according to the test needs.Preferably, each tie-beam 2 is the rectangular parallelepiped of square anchor ring for the cross section,
First mounting structure is provided with the square installing plate of first mounting hole 21 above being, second mounting structure is provided with the square installing plate of second mounting hole 22 above being, one of at least be unthreaded hole in first mounting hole 21 and second mounting hole 22, another mounting hole is unthreaded hole or threaded hole, could guarantee that like this normal mounting between each modular assembly is used.One end is that unthreaded hole one end is the structure of threaded hole, coupling bolt directly passes the unthreaded hole side and is screwed onto this and one has on the mounting structure of threaded hole, make and need not to offer construction opening on this mounting structure, need not to install nut, therefore, can not reduce the intensity of this mounting structure, can satisfy bigger support strength.
As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, according to modular combination frock of the present invention, also comprise hexahedron mounting blocks 1, its each surface has three mounting structure corresponding with first mounting structure and second mounting structure.The 3rd mounting structure is provided with the square installing plate of the 3rd mounting hole 12 above being, when the 3rd mounting structure cooperates with first mounting structure, one of at least be unthreaded hole in first mounting hole 21 and the 3rd mounting hole 12, another mounting hole is unthreaded hole or threaded hole, when the 3rd mounting structure cooperates with second mounting structure, one of at least be unthreaded hole in second mounting hole 22 and the 3rd mounting hole 12, another mounting hole is unthreaded hole or threaded hole, therefore, the 3rd mounting hole 12 on the 3rd mounting structure also can according to tie-beam 2 on the different structures that are designed to adapt of installation site with it, to satisfy the needs of different installation sites.For the ease of hexahedron mounting blocks 1 is operated, make it easy to dismounting, six the 3rd mounting structures of hexahedron mounting blocks 1 are provided with one of at least construction opening 11.Preferably, this construction opening 11 is provided with the 3rd mounting hole 12 for being arranged on the circular open of the 3rd mounting structure center of gravity around circular open.Select circular open for use, can guarantee under the situation of the linking intensity that does not influence hexahedron mounting blocks 1, make it have the mounting or dismounting space, operate more flexibly, can alleviate simultaneously the weight of hexahedron mounting blocks 1, reduce its material and use, reduce cost.Preferably, on six installed surfaces of hexahedron mounting blocks 1, be provided with circular open.As shown in Figure 1, in the present embodiment, hexahedron mounting blocks 1 is installed in each angle point of supporting framework, plays to connect three connection beam actions.
As Fig. 5, Fig. 6, Fig. 7, Fig. 8 and shown in Figure 9, for this consideration on the one hand of easy installation and removal, on tie-beam 2, the mounting or dismounting opening should be set, so that can conveniently install and remove to bolt in the position of needs installation nut.The mounting or dismounting opening is provided with according to the structure of tie-beam 2.Tie-beam 2 can comprise four side plates, be provided with at least one side construction opening 23 at four side plates near each end, side construction opening 23 is interconnecting when building crossbeam tie-beam 2, the place has the mounting or dismounting opening in the connectivity port, therefore, can satisfy mounting or dismounting needs between each tie-beam 2.For tie-beam 2 is occupied more diversified mounting structure is arranged, more diversified assembled state should be provided with a plurality of sides construction opening 23 in four side plates of tie-beam 2, so that can satisfy the combination needs of diverse location.The shape of side construction opening 23 can have multiple, for example be arranged on the circular open on the 3rd mounting structure, in the present embodiment, selected hatch frame is the big or small corresponding side construction opening 23 with first mounting structure, select the construction opening of this kind structure for use, has bigger mounting or dismounting space, and can observe the mounting or dismounting situation, convenient, in the present embodiment, be relatively set with side construction opening 23 with predetermined space on two relative side plates in four of tie-beam 2 side plates.Predetermined space herein refer to modularization tie-beam assembly when producing the shared space of predefined each first mounting structure.Thus, just can guarantee that tie-beam 2 has the supporting construction of balance.In order further to strengthen the support strength of tie-beam 2, be provided with deep floor 25 along its length in two relative side plate centres that side construction opening 23 is not set of tie-beam 2, deep floor 25 is fixedly connected on the inwall of two opposite sides plate.
Tie-beam 2 can also comprise two side plates that are oppositely arranged, and the end plate that is positioned at two side plate two ends, on two lateral openings that two side plates form, be provided at predetermined intervals web joint 24 respectively, web joint 24 comprises first mounting structure, and the corresponding first mounting structure position of corresponding side surface is provided with.Predetermined space herein refer to modularization tie-beam assembly when producing the shared space of predefined each first mounting structure.Web joint 24 can be welded on the both sides of two relative side plates, and preferably, web joint 24 is oppositely arranged at two lateral opening places.Can make the tie-beam 2 of last composition have the supporting construction of balance like this.2 production and processings of this kind tie-beam are convenient, not be used in processing side construction opening on the side plate, reduced manufacturing procedure, saved working time.Same, the support strength for the tie-beam of strengthening this kind structure is provided with deep floor 25 along its length in the middle of two relative side plates of tie-beam 2, and deep floor 25 is fixedly connected on the inwall of two opposite sides plate.
Preferably, the mounting hole quantity in the various embodiments described above of the present invention is four, is square profile on each mounting structure.
As shown in Figure 1, according to modular combination frock of the present invention, tie-beam 2 independent assortments of various different sizes are installed, form the connection crossbeam of various different spaces structures, in the centre position that connects crossbeam the tie-beam 2 that is fit to specification can also be set, so that make it on single supporting framework, satisfy multiple different size, different-stiffness, and the stryctyrak test demand of the load-carrying member of disparity items.In application, each mounting structure can all adopt the circular open mounting structure of hexahedron mounting blocks 1, so, in test, even do not use hexahedron mounting blocks 1, still can satisfy the installation needs.In addition, add syndeton if desired between tie-beam 2, the length of this syndeton can use hexahedron mounting blocks 1 as intermediate connection structure again more in short-term, and is versatile and flexible.The specification of tie-beam 2 can be plurality of specifications such as 900mm, 1500mm, 2100mm, 2700mm, 3300mm, can select design according to actual conditions.
As can be seen from the above description, the above embodiments of the present invention have realized following technique effect: have multiple array configuration, and simple in structure, safe and reliable, easy to operate, can satisfy the loading demand of the stryctyrak test of different supporting forms.Various mounting structures are set on tie-beam, are convenient to build supporting construction, adapt to multiple needs according to the test demand.In the middle of tie-beam, deep floor is set, can increases the support strength of tie-beam, make it satisfy the needs that stressed bigger structural strength is tested.
The above is the preferred embodiments of the present invention only, is not limited to the present invention, and for a person skilled in the art, the present invention can have various changes and variation.Within the spirit and principles in the present invention all, any modification of being done, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. a modular combination frock is characterized in that, comprising:
One series of modular tie-beam (2), the side of each described tie-beam (2) have a plurality of first mounting structures that are provided with along its length, and end face has second mounting structure corresponding with described first mounting structure.
2. modular combination frock according to claim 1 is characterized in that, also comprises:
Hexahedron mounting blocks (1), its each surface have and described first mounting structure and the 3rd corresponding mounting structure of second mounting structure.
3. modular combination frock according to claim 1 is characterized in that, described tie-beam (2) comprises four side plates, and described four side plates are provided with at least one side construction opening (23) near each end.
4. modular combination frock according to claim 3 is characterized in that, relatively is provided with described side construction opening (23) with predetermined space on two relative side plates in four side plates of described tie-beam (2).
5. modular combination frock according to claim 1, it is characterized in that, described tie-beam (2) comprises two side plates that are oppositely arranged, and two end plates that are positioned at two ends, on two lateral openings that two side plates form, be provided at predetermined intervals web joint (24) respectively, described web joint (24) comprises described first mounting structure, and first mounting structure of described web joint (24) and first mounting structure of adjacent side relevant position have equal height.
6. modular combination frock according to claim 5 is characterized in that, described web joint (24) relatively is provided with at two lateral opening places.
7. according to claim 4 or 6 described modular combination frocks, it is characterized in that be provided with deep floor (25) along its length at described two relative side sheet rooms, described deep floor (25) is fixedly connected on the inwall of two opposite sides plate.
8. modular combination frock according to claim 1, it is characterized in that, described first mounting structure is provided with the square installing plate of first mounting hole (21) above being, described second mounting structure is provided with the square installing plate of second mounting hole (22) above being.
9. modular combination frock according to claim 2 is characterized in that, six the 3rd mounting structures of described hexahedron mounting blocks (1) are provided with one of at least construction opening (11).
10. modular combination frock according to claim 9 is characterized in that, described the 3rd mounting structure is provided with the square installing plate of the 3rd mounting hole (12) above being.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010620547 CN102141473A (en) | 2010-12-31 | 2010-12-31 | Modularized combination machine tool |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010620547 CN102141473A (en) | 2010-12-31 | 2010-12-31 | Modularized combination machine tool |
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| CN102141473A true CN102141473A (en) | 2011-08-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010620547 Pending CN102141473A (en) | 2010-12-31 | 2010-12-31 | Modularized combination machine tool |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106678449A (en) * | 2016-12-21 | 2017-05-17 | 中国燃气涡轮研究院 | Rapidly-mounted and rapidly-dismounted multifunctional combined support capable of being repeatedly used |
| CN106774450B (en) * | 2016-12-30 | 2020-03-03 | 宁波中车时代电气设备有限公司 | Shield door machine beam testing tool |
| CN111006859A (en) * | 2019-12-13 | 2020-04-14 | 湖南汉能科技有限公司 | Machine brake strength test bed |
| CN113390617A (en) * | 2021-04-30 | 2021-09-14 | 洛阳双瑞风电叶片有限公司 | Modular tool for fatigue test of wind power blade |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2300561Y (en) * | 1997-03-05 | 1998-12-16 | 陈志仁 | Frame combined type platform for load-carrying vehicle |
| EP0935037A2 (en) * | 1998-02-04 | 1999-08-11 | Franca Cattani | Modular construction |
| CN2421755Y (en) * | 2000-05-18 | 2001-02-28 | 新一电器(惠州)有限公司 | Combined frame |
| CN1981097A (en) * | 2004-05-06 | 2007-06-13 | 小戴维·霍维 | Two-way architectural structural system and modular support member |
| CN200961750Y (en) * | 2006-11-06 | 2007-10-17 | 广东省电力设计研究院 | Combined bracket for laying cable bridge frame |
| CN201027137Y (en) * | 2007-02-05 | 2008-02-27 | 天津港第五港埠公司 | Combined hanging rack |
| CN101307620A (en) * | 2007-05-16 | 2008-11-19 | 浦项产业科学研究院 | Building module unit and building structure using same |
-
2010
- 2010-12-31 CN CN 201010620547 patent/CN102141473A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2300561Y (en) * | 1997-03-05 | 1998-12-16 | 陈志仁 | Frame combined type platform for load-carrying vehicle |
| EP0935037A2 (en) * | 1998-02-04 | 1999-08-11 | Franca Cattani | Modular construction |
| CN2421755Y (en) * | 2000-05-18 | 2001-02-28 | 新一电器(惠州)有限公司 | Combined frame |
| CN1981097A (en) * | 2004-05-06 | 2007-06-13 | 小戴维·霍维 | Two-way architectural structural system and modular support member |
| CN200961750Y (en) * | 2006-11-06 | 2007-10-17 | 广东省电力设计研究院 | Combined bracket for laying cable bridge frame |
| CN201027137Y (en) * | 2007-02-05 | 2008-02-27 | 天津港第五港埠公司 | Combined hanging rack |
| CN101307620A (en) * | 2007-05-16 | 2008-11-19 | 浦项产业科学研究院 | Building module unit and building structure using same |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106678449A (en) * | 2016-12-21 | 2017-05-17 | 中国燃气涡轮研究院 | Rapidly-mounted and rapidly-dismounted multifunctional combined support capable of being repeatedly used |
| CN106774450B (en) * | 2016-12-30 | 2020-03-03 | 宁波中车时代电气设备有限公司 | Shield door machine beam testing tool |
| CN111006859A (en) * | 2019-12-13 | 2020-04-14 | 湖南汉能科技有限公司 | Machine brake strength test bed |
| CN113390617A (en) * | 2021-04-30 | 2021-09-14 | 洛阳双瑞风电叶片有限公司 | Modular tool for fatigue test of wind power blade |
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Application publication date: 20110803 |