CN205325054U - Special longmen of truss frock - Google Patents
Special longmen of truss frock Download PDFInfo
- Publication number
- CN205325054U CN205325054U CN201521073111.1U CN201521073111U CN205325054U CN 205325054 U CN205325054 U CN 205325054U CN 201521073111 U CN201521073111 U CN 201521073111U CN 205325054 U CN205325054 U CN 205325054U
- Authority
- CN
- China
- Prior art keywords
- truss
- horizontal gird
- vertical upright
- vertical pillars
- base
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a special longmen of truss frock, including connecting rod, the vertical upright that hangs down, adjust base, interior horizontal gird, outer horizontal gird, its characterized in that hangs down vertical upright, interior horizontal gird, outer horizontal gird and makes by the I -steel, a plurality of vertical upright that hang down set up side by side, a plurality of regulations base parallel arrangement become one row, the vertical upright that hangs down links together through the connecting rod, the vertical upright that hangs down sets up and is adjusting base one side, the base opposite side is being adjusted in outer horizontal gird setting, interior horizontal gird setting is close to on one side of the vertical upright that hangs down on adjusting the base. During the in -service use, placing one side monolithic of truss and hanging down vertical upright one side, then place truss monolithic bottom on outer horizontal gird, on the horizontal gird, place the back including placing the opposite side monolithic of truss again, the mutual position who adjusts each component parts of truss concerns, puts into corresponding auxiliary stay again and fixes a position, then can weld.
Description
Technical field
This utility model relates to elevator spare and accessory parts field, specifically truss special gantry frock。
Background technology
Purlin (h é ng) frame (truss): a kind of structure being hinged at two ends each other by rod member。The plane generally with triangular element that truss is made up of straight-bar or space structure, truss member is primarily subjected to axial tension or pressure, it is thus possible to make full use of the intensity of material, when span is bigger, comparable solid web girder saves material, alleviates deadweight and increases rigidity。
Truss can play the works that the geometry being made up of with the triangle frame that straight-bar forms some is constant。Binding site between rod member is called node (or node)。Distribution situation according to the axis and suffered external force that form truss member, truss can be divided into plane girder and space truss。The space structure such as roof truss or bridge is made up of a series of plane girders parallel to each other。If what they were primarily subjected to is plane load, plane girder can be reduced to and calculate。
The advantage of truss is that rod member is primarily subjected to pulling force or pressure, it is possible to give full play to the effect of material, saves material, alleviates construction weight。Conventional has steel truss, reinforced concrete truss, prestressed concrete truss, timber truss, steel and wood composite roof truss, steel and Combined concrete truss。The designing requirement of truss: will have satisfactory rod member；There is good connector, including the connection of rivet, pin and weld seam。These relate to the type of truss, the size of rod member and material, but are first statics Analysis。There is presently no a kind of truss special gantry frock being specifically designed to the monolithic welding of truss left and right。
Utility model content
This utility model is just for above technical problem, it is provided that a kind of truss special gantry frock being specifically designed to the monolithic welding of truss left and right。
This utility model is achieved through the following technical solutions。
Truss special gantry frock, including connecting rod, vertical pillars, adjusting base, interior horizontal gird, outer horizontal gird, it is characterized in that vertical pillars, interior horizontal gird, outer horizontal gird are made by I-steel, multiple vertical pillars are set up in parallel, multiple adjusting bases are arranged in parallel in a row, vertical pillars is linked together by connecting rod, vertical pillars is arranged on adjusting base side, outer horizontal gird is arranged on adjusting base opposite side, and interior horizontal gird is arranged on adjusting base near vertical pillars side。Interior horizontal gird length is less than outer horizontal gird。Adjusting base is fixed on two cushion blocks by two I-steel side by side and forms。The cushion block of adjusting base both sides has differing heights according to model difference。
Time actually used, the side monolithic of truss is placed on vertical pillars side, then will be placed on bottom truss monolithic on outer horizontal gird, again the opposite side monolithic of truss is disposed within horizontal gird, after placing, adjust the mutual alignment relation of each ingredient of truss, place into the support of corresponding auxiliary and position, then can weld。
This utility model simple in construction, easy to use。
Accompanying drawing explanation
In accompanying drawing, Fig. 1 is this utility model structural representation, wherein:
1 connecting rod, 2 vertical pillars, 3 adjusting bases, horizontal gird in 4,5 outer horizontal girds。
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail。
Truss special gantry frock, including connecting rod 1, vertical pillars 2, adjusting base 3, interior horizontal gird 4, outer horizontal gird 5, it is characterized in that vertical pillars 2, interior horizontal gird 4, outer horizontal gird 5 are made by I-steel, multiple vertical pillars 2 are set up in parallel, multiple adjusting bases 3 are arranged in parallel in a row, vertical pillars 2 is linked together by connecting rod 1, vertical pillars 2 is arranged on adjusting base 3 side, outer horizontal gird 5 is arranged on adjusting base 3 opposite side, and interior horizontal gird 4 is arranged on adjusting base 3 near vertical pillars 2 side。Interior horizontal gird 4 length is less than outer horizontal gird 5。Adjusting base 3 is fixed on two cushion blocks by two I-steel side by side and forms。The cushion block of adjusting base 3 both sides has differing heights according to model difference。
Time actually used, the side monolithic of truss is placed on vertical pillars 2 side, then will be placed on outer horizontal gird 5 bottom truss monolithic, again the opposite side monolithic of truss is disposed within horizontal gird 4, after placing, adjust the mutual alignment relation of each ingredient of truss, place into the support of corresponding auxiliary and position, then can weld。
The above-mentioned technology design merely illustrating utility model and feature, its objective is to be in that to allow one of ordinary skilled in the art will appreciate that the content of utility model and to implement according to this, can not limit protection domain of the present utility model。The change of every equivalence done by the essence of this utility model content or modification, all should be encompassed in protection domain of the present utility model。
Claims (4)
1. truss special gantry frock, including connecting rod, vertical pillars, adjusting base, interior horizontal gird, outer horizontal gird, it is characterized in that vertical pillars, interior horizontal gird, outer horizontal gird are made by I-steel, multiple vertical pillars are set up in parallel, multiple adjusting bases are arranged in parallel in a row, vertical pillars is linked together by connecting rod, vertical pillars is arranged on adjusting base side, outer horizontal gird is arranged on adjusting base opposite side, and interior horizontal gird is arranged on adjusting base near vertical pillars side。
2. truss special gantry frock according to claim 1, it is characterised in that described interior horizontal gird length is less than outer horizontal gird。
3. truss special gantry frock according to claim 1, it is characterised in that described adjusting base is fixed on two cushion blocks by two I-steel side by side and forms。
4. truss special gantry frock according to claim 1, it is characterised in that the cushion block of described adjusting base both sides has differing heights according to model difference。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521073111.1U CN205325054U (en) | 2015-12-22 | 2015-12-22 | Special longmen of truss frock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521073111.1U CN205325054U (en) | 2015-12-22 | 2015-12-22 | Special longmen of truss frock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205325054U true CN205325054U (en) | 2016-06-22 |
Family
ID=56207477
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521073111.1U Expired - Fee Related CN205325054U (en) | 2015-12-22 | 2015-12-22 | Special longmen of truss frock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205325054U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106078024A (en) * | 2016-08-24 | 2016-11-09 | 苏州新达电扶梯部件有限公司 | A kind of truss monolithic welding tooling |
| CN106181196A (en) * | 2016-08-31 | 2016-12-07 | 南通舟舰钣金有限公司 | The dragon frame that is welded of Stirling arm |
-
2015
- 2015-12-22 CN CN201521073111.1U patent/CN205325054U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106078024A (en) * | 2016-08-24 | 2016-11-09 | 苏州新达电扶梯部件有限公司 | A kind of truss monolithic welding tooling |
| CN106181196A (en) * | 2016-08-31 | 2016-12-07 | 南通舟舰钣金有限公司 | The dragon frame that is welded of Stirling arm |
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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 |
Granted publication date: 20160622 Termination date: 20171222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |