CN205189116U - Economize material truss group gang mould piece - Google Patents
Economize material truss group gang mould piece Download PDFInfo
- Publication number
- CN205189116U CN205189116U CN201521041485.5U CN201521041485U CN205189116U CN 205189116 U CN205189116 U CN 205189116U CN 201521041485 U CN201521041485 U CN 201521041485U CN 205189116 U CN205189116 U CN 205189116U
- Authority
- CN
- China
- Prior art keywords
- truss
- rod member
- group
- module
- main rod
- 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
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Abstract
The utility model provides an economize material truss group gang mould piece, includes the truss module, the truss module comprises mobile jib spare and vice member, two mobile jib spare parallel arrangement, and mobile jib spare both ends are equipped with a vice member respectively, still are equipped with the stiffener between two mobile jib spares, and this stiffener is total two, and the symmetry sets up, is equipped with two triangle -shaped units between two stiffeners, even frame of square group is constituteed jointly to mobile jib spare, vice member, stiffener, wherein is equipped with two mounting holes on the horizontal plane of stiffener, all is equipped with two mounting holes on the horizontal plane of vice member and the vertical face, and the group even all is equipped with two mounting holes on horizontal plane and the vertical face of the mobile jib spare that contains of frame, the mounting hole is the through hole, this economize material truss group gang mould piece stable in structure's the great save material of monoplane formula mechanism has reduced the truss dead weight, and comparable solid web girder save material when the span is great alleviates dead weight and increase rigidity, makes up between the truss module in a flexible way, and application scope is wide, is worth wideling popularize.
Description
Technical field
The utility model relates to lattice supporting framework field, especially a kind of province material truss group gang mould block.
Background technology
Truss is a kind of structure be 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 structures, truss member mainly bears axial tension or pressure, thus can make full use of the intensity of material, and when span is larger, comparable solid web girder saves material, alleviates deadweight and increases rigidity.The definition of truss: the supporting traverse structure be formed by connecting by welding, riveted joint or bolt by rod member, is called " truss ".The advantage of truss is that rod member mainly bears pulling force or pressure, can give full play to the effect of material, saves material, alleviates construction weight.
The frame that spreads out in the past is all used by the form of the cylinder of the rod member side of composition body, although this structure saves material compared to entity structure, alleviate construction weight, the frame itself that spreads out still has larger spillage of material and deadweight.
Utility model content
The utility model aims to provide a kind of consumptive material few, lightweight province material truss group gang mould block.
For achieving the above object, the utility model provides following technical scheme: a kind of province material truss group gang mould block, comprise truss module, described truss module is made up of main rod and secondary rod member, two main rods be arranged in parallel, main rod two ends are respectively equipped with a secondary rod member, this secondary rod member to be located between two main rods and vertically with main rod to be arranged, also bracing piece is provided with between two main rods, this bracing piece has two, be symmetrical arranged, two triangular elements are provided with between two bracing pieces, be symmetrical arranged, triangular element welds with main rod, two triangular elements are integral type structure, described main rod, secondary rod member, bracing piece jointly form square group and connect frame, main rod, secondary rod member and bracing piece are square pole, wherein the horizontal plane of bracing piece is provided with two installing holes, the horizontal plane of secondary rod member and vertical plane are equipped with two installing holes, the horizontal plane of the main rod that the company's of group frame comprises and vertical plane are equipped with two installing holes, and described installing hole is through hole.
As further scheme of the present utility model: described truss module is provided with two, two truss modules are positioned at same reference plane, the secondary rod member of one end of first truss module aligns with the secondary rod member of second truss module, and two truss modules are fixed through the installing hole on secondary rod member by bolt.
As further scheme of the present utility model: described truss module is provided with two, two truss modules are positioned at same reference plane, the side main rod of first truss module aligns with the main rod of second truss module, and two truss modules are fixed through the installing hole on main rod by bolt.
As further scheme of the present utility model: described truss module is provided with two, two truss modules are positioned at same reference plane, the main rod that secondary rod member and the group of second truss module of one end of first truss module connect frame part aligns, and two truss modules are fixed through the installing hole on secondary rod member by bolt.
As further scheme of the present utility model: described truss module is provided with two, two truss modules lay respectively at orthogonal two reference planes, the main rod that secondary rod member and the group of second truss module of one end of first truss module connect frame part aligns, and two truss modules are fixed through the installing hole on secondary rod member by bolt.
As further scheme of the present utility model: the material of described triangular element is circular reinforcing bar.
Compared with prior art, the beneficial effects of the utility model are: the stable monoplane formula mechanism of this province's material truss group gang mould block structure saves material greatly, reduce truss deadweight, to be composed of a fixed connection girder device by bolt between multiple, when span is larger, comparable solid web girder saves material, alleviates deadweight and increases rigidity, between truss module, combination flexibly, the girder device of various space structures can be formed, applied widely, be worth promoting.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is elevation of the present utility model;
Fig. 3 is assembling schematic diagram one of the present utility model;
Fig. 4 is assembling schematic diagram two of the present utility model;
Fig. 5 is assembling schematic diagram three of the present utility model;
Fig. 6 is assembling schematic diagram four of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1-6, in the utility model embodiment, a kind of province material truss group gang mould block, comprise truss module 11, described truss module 11 is made up of main rod 1 and secondary rod member 2, two main rods 1 be arranged in parallel, main rod 1 two ends are respectively equipped with a secondary rod member 2, this secondary rod member 2 to be located between two main rods 1 and vertically with main rod 1 to be arranged, bracing piece 3 is also provided with between two main rods 1, this bracing piece 3 has two, be symmetrical arranged, two triangular elements 4 are provided with between two bracing pieces 3, be symmetrical arranged, triangular element 4 welds with main rod 1, two triangular elements 4 are integral type structure, same circular reinforcing bar bending is adopted to form, cam mechanism coordinates bracing piece 3 fully can ensure tension and the compressive strength of truss, described main rod 1, secondary rod member 2, the bracing piece 3 jointly square group of composition connect frame 5, main rod 1, secondary rod member 2 and bracing piece 3 are square pole, wherein the horizontal plane of bracing piece 3 is provided with two installing holes 6, the horizontal plane of secondary rod member 2 and vertical plane are equipped with two installing holes 6, the horizontal plane of the main rod 1 that the company's of group frame 5 comprises and vertical plane are equipped with two installing holes 6, and described installing hole 6 is through hole.
To be composed of a fixed connection girder device by bolt between truss module 11, when span is larger, comparable solid web girder saves material, alleviate deadweight and increase rigidity, can parallel or vertically connect between truss module 11, combination flexibly, the girder device of various space structures can be formed, for parallel connection, (as shown in Figure 3) the secondary rod member 2 of one end of first truss module 11 aligns with the secondary rod member 2 of second truss module 11, is then fixed by two truss modules 11 through the installing hole 6 on secondary rod member 2 by bolt; (as shown in Figure 4) the side main rod 1 of or the first truss module 11 aligns with the main rod 1 of second truss module 11, is then fixed by two truss modules 11 through the installing hole 6 on main rod 1 by bolt;
For vertical setting, vertical setting is divided into coplanar vertically to arrange arrange vertical with antarafacial, coplanar is vertically arranged, (as shown in Figure 5) two truss modules 11 are positioned at same reference plane, the main rod 1 that secondary rod member 2 and the group of second truss module 11 of one end of first truss module 11 connect frame 5 part aligns, and is then fixed by two truss modules 11 through the installing hole 6 on secondary rod member 2 by bolt;
Antarafacial is vertically arranged, (as shown in Figure 6) two truss modules 11 lay respectively at orthogonal two reference planes, the main rod 1 that secondary rod member 2 and the group of second truss module 11 of one end of first truss module 11 connect frame 5 part aligns, and is then fixed by two truss modules 11 through the installing hole 6 on secondary rod member 2 by bolt.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (6)
1. economize material truss group gang mould block for one kind, comprise truss module (11), it is characterized in that, described truss module (11) is made up of main rod (1) and secondary rod member (2), two main rods (1) be arranged in parallel, main rod (1) two ends are respectively equipped with a secondary rod member (2), this secondary rod member (2) to be located between two main rods (1) and vertically with main rod (1) to be arranged, bracing piece (3) is also provided with between two main rods (1), this bracing piece (3) has two, be symmetrical arranged, two triangular elements (4) are provided with between two bracing pieces (3), be symmetrical arranged, triangular element (4) welds with main rod (1), two triangular elements (4) are integral type structure, described main rod (1), secondary rod member (2), bracing piece (3) the jointly square group of composition connect frame (5), main rod (1), secondary rod member (2) and bracing piece (3) are square pole, wherein the horizontal plane of bracing piece (3) is provided with two installing holes (6), the horizontal plane of secondary rod member (2) and vertical plane are equipped with two installing holes (6), the horizontal plane of the main rod (1) that company's of group frame (5) comprises and vertical plane are equipped with two installing holes (6), and described installing hole (6) is through hole.
2. province according to claim 1 material truss group gang mould block, it is characterized in that, described truss module (11) is provided with two, two truss modules (11) are positioned at same reference plane, the secondary rod member (2) of one end of first truss module (11) aligns with the secondary rod member (2) of second truss module (11), and two truss modules (11) are fixed through the installing hole (6) on secondary rod member (2) by bolt.
3. province according to claim 1 material truss group gang mould block, it is characterized in that, described truss module (11) is provided with two, two truss modules (11) are positioned at same reference plane, the side main rod (1) of first truss module (11) aligns with the main rod (1) of second truss module (11), and two truss modules (11) are fixed through the installing hole (6) on main rod (1) by bolt.
4. province according to claim 1 material truss group gang mould block, it is characterized in that, described truss module (11) is provided with two, two truss modules (11) are positioned at same reference plane, secondary rod member (2) and the group of second truss module (11) of one end of first truss module (11) connect frame (5) main rod (1) partly and align, and two truss modules (11) are fixed through the installing hole (6) on secondary rod member (2) by bolt.
5. province according to claim 1 material truss group gang mould block, it is characterized in that, described truss module (11) is provided with two, two truss modules (11) lay respectively at orthogonal two reference planes, secondary rod member (2) and the group of second truss module (11) of one end of first truss module (11) connect frame (5) main rod (1) partly and align, and two truss modules (11) are fixed through the installing hole (6) on secondary rod member (2) by bolt.
6. province according to claim 1 material truss group gang mould block, it is characterized in that, the material of described triangular element (4) is circular reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521041485.5U CN205189116U (en) | 2015-12-14 | 2015-12-14 | Economize material truss group gang mould piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521041485.5U CN205189116U (en) | 2015-12-14 | 2015-12-14 | Economize material truss group gang mould piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189116U true CN205189116U (en) | 2016-04-27 |
Family
ID=55782117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521041485.5U Expired - Fee Related CN205189116U (en) | 2015-12-14 | 2015-12-14 | Economize material truss group gang mould piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205189116U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108257524A (en) * | 2018-03-01 | 2018-07-06 | 天津视华隆视觉科技有限公司 | Granny rag lintel lamp box |
| CN111636567A (en) * | 2020-06-12 | 2020-09-08 | 温州安荷桥科技有限公司 | Truss connection structure of prefabricated building roof |
-
2015
- 2015-12-14 CN CN201521041485.5U patent/CN205189116U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108257524A (en) * | 2018-03-01 | 2018-07-06 | 天津视华隆视觉科技有限公司 | Granny rag lintel lamp box |
| CN111636567A (en) * | 2020-06-12 | 2020-09-08 | 温州安荷桥科技有限公司 | Truss connection structure of prefabricated building roof |
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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: 20160427 Termination date: 20171214 |