CN204781606U - Arrow type muscle building carrier plate - Google Patents
Arrow type muscle building carrier plate Download PDFInfo
- Publication number
- CN204781606U CN204781606U CN201520572394.8U CN201520572394U CN204781606U CN 204781606 U CN204781606 U CN 204781606U CN 201520572394 U CN201520572394 U CN 201520572394U CN 204781606 U CN204781606 U CN 204781606U
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- plate
- fin
- floor support
- board unit
- arrow type
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Abstract
Arrow type muscle building carrier plate, comprising a base plate, the left side of bottom plate is provided with left bridging plate, the right side of bottom plate is provided with right bridging plate, equidistantly between a left side bridging plate and the right bridging plate be provided with two beads, the longitudinal section shape of bead is isosceles trapezoid, the bottom plate comprises three bottom plate unit, the bottom plate unit sets up and left bottom plate unit and left bridging plate fixed connection with the bead in turn, the bottom plate unit and the right bridging plate fixed connection on right side, the length direction who follows the bead on the left hypotenuse of bead and right hypotenuse adds the stiffener of a plurality of arrow types, stiffener and bead fixed connection. All addding the stiffener on the two hypotenuse of bead, not taking the steel plate as floor support of stiffener to compare with current, the bearing capacity has improved 8%. Require under the same condition at the bearing capacity, the width can increase to 788mm, and thickness can reduce to 50mm, and the steel sheet quantity reduces 3%, has practiced thrift manufacturing cost greatly.
Description
Technical field
The utility model belongs to building material technical field, relates to arrow type muscle floor support plate.
Background technology
Floor support plate can adapt to the requirement of main body steel work rapid construction, firm job platform can be provided at short notice, in operational phase, floor support plate is as the tensile reinforcement of concrete floor, improve the rigidity of floor, save reinforcing bar and concrete consumption, so floor support plate is widely used in the steel buildings such as power plant, Electric Industrial Equipment Co., Ltd., automobile exhibition room, steel-structure factory building, departure hall, railway terminal, stadium pipe.But, longitudinal section due to floor support plate is waveform configuration, so the width of floor support plate is too large, bearing capacity can be caused to reduce, but width is too little can not meet the different user demands of user, the thickness of floor support plate is too little, also bearing capacity can be caused to reduce, but thickness is too large can cause steel plate consumption more, cost of production is higher, existing floor support plate has enough bearing capacities to ensure, width is 760 to the maximum, thickness is minimum is 80, how under ensureing that floor support plate has the prerequisite of enough bearing capacities, increase width and reduce thickness simultaneously, those skilled in the art's urgent need to solve the problems.
Summary of the invention
The utility model is in order to overcome the defect of prior art, and devise arrow type muscle floor support plate, compared with existing floor support plate, bearing capacity is improved, and width is increased to 788mm, and thickness is decreased to 50mm, decreases the consumption of steel plate, has saved cost of production.
The concrete technical scheme that the utility model is taked is: arrow type muscle floor support plate, comprise base plate, the left side of base plate is provided with left lapping plate, the right side of base plate is provided with right lapping plate, two fins are provided with at equal intervals between left lapping plate and right lapping plate, the vertical sectional shape of fin is isosceles trapezoid, base plate is made up of three bottom board unit, bottom board unit is arranged alternately with fin and the bottom board unit in left side is fixedly connected with left lapping plate, the bottom board unit on right side is fixedly connected with right lapping plate, key is: the length direction all along fin on the left hypotenuse and right hypotenuse of fin sets up the stiffener of multiple arrow type, stiffener is fixedly connected with fin.
The upper surface of described fin is provided with the first reinforcing rib to lower recess, and the first reinforcing rib is arranged along the length direction of fin.
Described left lapping plate comprises left level board and left-leaning swash plate, the left hypotenuse of left-leaning swash plate and fin is symmetrical arranged, and the width of left level board is 70mm, and right lapping plate comprises right level board and Right deviation swash plate, the right hypotenuse of Right deviation swash plate and fin is symmetrical arranged, and the width of right level board is 68mm.
The upper surface of described left level board and the upper surface of right level board are also all provided with the first reinforcing rib to lower recess, and the first reinforcing rib is arranged along the length direction of bottom board unit.
Described left-leaning swash plate and Right deviation swash plate are also provided with all along its length the stiffener of multiple arrow type.
Described bottom board unit is provided with the second reinforcing rib protruding upward, the second reinforcing rib is arranged along the length direction of bottom board unit.
In described bottom board unit, the left and right sides of the second reinforcing rib is provided with multiple horizontal stiffener all along its length, and horizontal stiffener is fixedly connected with bottom board unit.
The width of described floor support plate is increased to 788mm, and thickness is reduced to 50mm.
The width of described fin upper surface is 100mm, and the width of fin lower surface is 150mm, and the spacing between adjacent lugs upper surface is 150mm, and the width of bottom board unit is 100mm.
The beneficial effects of the utility model are: on two hypotenuses of fin, all set up stiffener, but compared with the floor support plate not with stiffener all equal to existing length, width, thickness, bearing power increase 8%.When requirement for bearing capacity is identical, width can increase to 788mm by the 760mm of existing floor support plate, and thickness can be reduced to 50mm by existing 80mm, and steel plate consumption reduces 3%, has greatly saved cost of production.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the front view of Fig. 1.
In accompanying drawing, 1 represents fin, and 2 represent bottom board unit, and 3 represent stiffener, and 4 represent the first reinforcing rib, and 5 represent left level board, and 6 represent left-leaning swash plate, and 7 represent right level board, and 8 represent Right deviation swash plate, and 9 represent the second reinforcing rib, and 10 represent horizontal stiffener.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated:
Specific embodiment, as Fig. 1, shown in Fig. 2, arrow type muscle floor support plate, comprise base plate, the left side of base plate is provided with left lapping plate, the right side of base plate is provided with right lapping plate, two fins 1 are provided with at equal intervals between left lapping plate and right lapping plate, the vertical sectional shape of fin 1 is isosceles trapezoid, base plate is made up of three bottom board unit 2, bottom board unit 2 is arranged alternately with fin 1 and the bottom board unit 2 in left side is fixedly connected with left lapping plate, the bottom board unit 2 on right side is fixedly connected with right lapping plate, left lapping plate comprises left level board 5 and left-leaning swash plate 6, left-leaning swash plate 6 is symmetrical arranged with the left hypotenuse of fin 1, the width of left level board 5 is 70mm, right lapping plate comprises right level board 7 and Right deviation swash plate 8, Right deviation swash plate 8 is symmetrical arranged with the right hypotenuse of fin 1, the width of right level board 7 is 68mm, length direction all along fin 1 on the left hypotenuse and right hypotenuse of fin 1 sets up the stiffener 3 of multiple arrow type, stiffener 3 is fixedly connected with fin 1, the width of floor support plate is made to be increased to 788mm by 760mm, thickness is reduced to 50mm by 80mm, wherein, the width of fin 1 upper surface is 100mm, the width of fin 1 lower surface is 150mm, spacing between adjacent lugs 1 upper surface is 150mm, the width of bottom board unit 2 is 100mm.
As to further improvement of the utility model, the upper surface of fin 1 is provided with and arranges along the length direction of fin 1 to the first reinforcing rib 4, first reinforcing rib 4 of lower recess, can improve the bearing capacity of fin 1 further, thus improve the bearing capacity of floor support plate.The upper surface of left level board 5 and the upper surface of right level board 7 are also all provided with the first reinforcing rib 4 to lower recess, first reinforcing rib 4 is arranged along the length direction of bottom board unit 2, the first reinforcing rib 4 on left level board 5 keep left side arrange, the first reinforcing rib 4 on right level board 7 is arranged on the right side, can joint gap be reduced when two pieces of floor support plate overlap joints like this, thus widen the effective area of floor support plate.
As to further improvement of the utility model, bottom board unit 2 is provided with the second reinforcing rib 9 protruding upward, second reinforcing rib 9 is arranged along the length direction of bottom board unit 2, can improve the bearing capacity of bottom board unit 2 further, thus improves the bearing capacity of floor support plate.
As to further improvement of the utility model, left-leaning swash plate 6 and Right deviation swash plate 8 are also provided with all along its length the stiffener 3 of multiple arrow type, the bearing capacity of left-leaning swash plate 6 and Right deviation swash plate 8 can be improved further, thus improve the bearing capacity of floor support plate entirety.
As to further improvement of the utility model, in bottom board unit 2, the left and right sides of the second reinforcing rib 9 is provided with multiple horizontal stiffener 10 all along its length, horizontal stiffener 10 is fixedly connected with bottom board unit 2, horizontal stiffener 10 makes the upper surface concave-convex surface of bottom board unit 2, can increase the intensity of floor support plate like this.
Claims (9)
1. arrow type muscle floor support plate, comprise base plate, the left side of base plate is provided with left lapping plate, the right side of base plate is provided with right lapping plate, two fins (1) are provided with at equal intervals between left lapping plate and right lapping plate, the vertical sectional shape of fin (1) is isosceles trapezoid, base plate is made up of three bottom board unit (2), bottom board unit (2) is arranged alternately with fin (1) and the bottom board unit in left side (2) is fixedly connected with left lapping plate, the bottom board unit (2) on right side is fixedly connected with right lapping plate, it is characterized in that: the length direction all along fin (1) on the left hypotenuse and right hypotenuse of fin (1) sets up the stiffener (3) of multiple arrow type, stiffener (3) is fixedly connected with fin (1).
2. arrow type muscle floor support plate according to claim 1, it is characterized in that: the upper surface of described fin (1) is provided with the first reinforcing rib (4) to lower recess, the first reinforcing rib (4) is arranged along the length direction of fin (1).
3. arrow type muscle floor support plate according to claim 2, it is characterized in that: described left lapping plate comprises left level board (5) and left-leaning swash plate (6), left-leaning swash plate (6) is symmetrical arranged with the left hypotenuse of fin (1), the width of left level board is 70mm, right lapping plate comprises right level board (7) and Right deviation swash plate (8), Right deviation swash plate (8) is symmetrical arranged with the right hypotenuse of fin (1), and the width of right level board (7) is 68mm.
4. arrow type muscle floor support plate according to claim 3, it is characterized in that: the upper surface of described left level board (5) and the upper surface of right level board (7) are also all provided with the first reinforcing rib (4) to lower recess, the first reinforcing rib (4) is arranged along the length direction of bottom board unit (2).
5. arrow type muscle floor support plate according to claim 3, is characterized in that: the stiffener (3) described left-leaning swash plate (6) and Right deviation swash plate (8) being also provided with all along its length multiple arrow type.
6. arrow type muscle floor support plate according to claim 1, it is characterized in that: described bottom board unit (2) is provided with the second reinforcing rib (9) protruding upward, the second reinforcing rib (9) is arranged along the length direction of bottom board unit (2).
7. arrow type muscle floor support plate according to claim 6, it is characterized in that: the left and right sides of upper second reinforcing rib (9) of described bottom board unit (2) is provided with multiple horizontal stiffener (10) all along its length, and horizontal stiffener (10) is fixedly connected with bottom board unit (2).
8. arrow type muscle floor support plate according to claim 1, is characterized in that: the width of described floor support plate is increased to 788mm, and thickness is reduced to 50mm.
9. arrow type muscle floor support plate according to claim 1, it is characterized in that: the width of described fin (1) upper surface is 100mm, the width of fin (1) lower surface is 150mm, spacing between adjacent lugs (1) upper surface is 150mm, and the width of bottom board unit (2) is 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520572394.8U CN204781606U (en) | 2015-07-31 | 2015-07-31 | Arrow type muscle building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520572394.8U CN204781606U (en) | 2015-07-31 | 2015-07-31 | Arrow type muscle building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204781606U true CN204781606U (en) | 2015-11-18 |
Family
ID=54521684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520572394.8U Expired - Fee Related CN204781606U (en) | 2015-07-31 | 2015-07-31 | Arrow type muscle building carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204781606U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514080A (en) * | 2017-10-12 | 2017-12-26 | 阿博建材（昆山）有限公司 | A kind of integrated floor |
| CN108560798A (en) * | 2018-06-05 | 2018-09-21 | 苏州光彩建筑钢品有限公司 | A kind of steel board |
-
2015
- 2015-07-31 CN CN201520572394.8U patent/CN204781606U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514080A (en) * | 2017-10-12 | 2017-12-26 | 阿博建材（昆山）有限公司 | A kind of integrated floor |
| CN108560798A (en) * | 2018-06-05 | 2018-09-21 | 苏州光彩建筑钢品有限公司 | A kind of steel board |
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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: 20151118 Termination date: 20180731 |