CN203034675U - Steel bar composite truss composite board - Google Patents
Steel bar composite truss composite board Download PDFInfo
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- CN203034675U CN203034675U CN 201320029052 CN201320029052U CN203034675U CN 203034675 U CN203034675 U CN 203034675U CN 201320029052 CN201320029052 CN 201320029052 CN 201320029052 U CN201320029052 U CN 201320029052U CN 203034675 U CN203034675 U CN 203034675U
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- reinforcing bar
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- concrete
- composite plate
- concrete slab
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Abstract
The utility model provides a steel bar composite truss composite board, belonging to building components. The composite board comprises first and second concrete boards which are symmetric front and back, wherein a heat insulating board is connected between the first and second concrete boards; a plurality of truss steel bars which are parallel to each other and penetrate through the upper and lower sides of the first and second concrete boards and left and right sides of the heat insulating board vertically penetrate through the interior of the composite board along the width directions of the first and second concrete boards; a plurality of first steel bars which are parallel to each other and penetrate through the left and right sides of the first concrete board vertically penetrate through the interior of the first concrete board along the length direction; a plurality of second steel bars which are parallel to each other and penetrate through the left and right sides of the second concrete board vertically penetrate through the interior of the second concrete board along the length direction; and the first steel bars in the first concrete board and the second steel bars in the second concrete board are symmetrically arranged front and back. The composite board is light and environment-friendly, is low in cost of construction, is reasonable in stress, is convenient for building construction, ensures short construction cycle, improves the work efficiency, has a good heat insulation effect, is non-flammable and is safe to use.
Description
Technical field
The utility model relates to a kind of building unit, relates to a kind of reinforcing bar composite roof truss composite plate for building wall board specifically.
Background technology
Present building wall board substantially all is to make the wallboard that inside has reinforcing bar by poured in place concrete.This wallboard is the solid concrete plate, at the concrete slab external surface warming plate is installed, and the load-bearing of this wallboard is on concrete slab.Add man-hour, need a large amount of pallets, make cost improve, in addition behind the intact wallboard of cast in situs, also need a period of time to dry, prolonged the engineering time, reduced operating efficiency, and warming plate is arranged at the concrete slab outside, directly contact with outside air, heat insulation effect is poor, and existing warming plate mostly is organic insulation material and makes, it is inflammable, has potential safety hazard in therefore using.
The utility model content
The purpose of this utility model provides a kind of reinforcing bar composite roof truss composite plate, and its light-weight environment-friendly cost is low, and is stressed reasonable, is convenient to building operations and short construction period, increase work efficiency, and high insulating effect, nonflammable, use safety.
In order to realize such scheme, technical solution of the present utility model is: a kind of reinforcing bar composite roof truss composite plate, comprising preceding, back symmetrically arranged first, two concrete slabs, described first, be connected with the warming plate that heat preserving and insulating material is made between two concrete slabs, this composite plate is interior along first, the width of two concrete slabs has vertically placed several and has been parallel to each other and runs through first, on two concrete slabs, below and a warming plate left side, the truss bars on the right side, vertically having placed several in described first concrete slab along its length is parallel to each other and runs through first a concrete slab left side, first reinforcing bar on the right side, vertically having placed several in described second concrete slab along its length is parallel to each other and runs through second a concrete slab left side, before each first reinforcing bar in second reinforcing bar on the right side, described first concrete slab and each second reinforcing bar in second concrete slab are, after be symmetrical arranged.
The utility model reinforcing bar composite roof truss composite plate wherein links into an integrated entity by dowel respectively between the left end of described first and second reinforcing bar of each forward and backward symmetry and between the right-hand member.
The utility model reinforcing bar composite roof truss composite plate, wherein the left and right end of each described first reinforcing bar is respectively equipped with first crotch, the left and right end of each described second reinforcing bar be respectively equipped with each first reinforcing bar on second crotch of the forward and backward symmetry of first crotch.
The utility model reinforcing bar composite roof truss composite plate, wherein link together by dowel between the left end of described first and second reinforcing bar of each forward and backward symmetry or between the right-hand member, the right-hand member of each described first reinforcing bar or left end are provided with first crotch, the right-hand member of each described second reinforcing bar or left end be provided with each first reinforcing bar on second crotch of the forward and backward symmetry of first crotch.
The utility model reinforcing bar composite roof truss composite plate, the front of the back of wherein said first concrete slab and second concrete slab is respectively equipped with first fin that the forward and backward muscle of truss bars runs through, and the front of the back of described first concrete slab and second concrete slab is respectively equipped with second fin that first and second reinforcing bar runs through.
The utility model reinforcing bar composite roof truss composite plate wherein is separately installed with angle steel on four angles in four angles, the upper end of this composite plate and lower end.
After adopting such scheme, the utility model reinforcing bar composite roof truss composite plate is passed through first, two concrete slabs and warming plate, truss bars and first, two reinforcing bars are processed into one, make formed productization, like this several composite plates are transported to the building site, during on-the-spot the assembling, with the parallel placement of each composite plate, make between each composite plate along last, down, a left side, right four faces are assembled with adjacent composite plate splicing respectively, and each composite plate on, below on the truss bars that stretches out, first, the truss bars that two reinforcing bars parts is stretched out on the adjacent composite plate with each respectively, first, two reinforcing bars part is interspersed being interspersed mutually, plate between adjacent composite plate stitches concreting then, and interspersed staggered truss bars, first, two reinforcing bars are built to be enclosed in the corresponding plate seam, guarantee that adjacent composite plate links together, use this composite plate processing building wall board, its light-weight environment-friendly cost is low, stressed reasonable, be convenient to building operations and short construction period, increase work efficiency, warming plate is arranged in the concrete frame, high insulating effect, and nonflammable, use safety.
Further technique effect of the present utility model is: with between the left end of first and second reinforcing bar of each forward and backward symmetry and link into an integrated entity by dowel respectively between the right-hand member, be convenient in construction building, first and second reinforcing bar and dowel that adjacent composite plate is stretched out are interlaced, behind concreting between the staggered reinforcing bar, guarantee that adjacent composite plate closely links into an integrated entity again.
Further technique effect of the present utility model is: the left side of each first reinforcing bar, right-hand member is respectively equipped with first crotch, the left side of each second reinforcing bar, right-hand member be respectively equipped with each first reinforcing bar on first crotch before, second crotch of back symmetry, be convenient in construction building, connect by the mutual hook of first crotch separately between first reinforcing bar that adjacent composite plate is stretched out, connect by the mutual hook of second crotch separately between second reinforcing bar that adjacent composite plate is stretched out, to between the first staggered reinforcing bar and between second reinforcing bar behind the concreting, guarantee that adjacent composite plate closely links into an integrated entity again.
Further technique effect of the present utility model is: Jiang Geqian, first of back symmetry, link together by dowel between the left end of two reinforcing bars or between the right-hand member, be convenient in construction building, make that adjacent composite plate stretches out first, two reinforcing bars, dowel is interlaced, again behind concreting between the staggered reinforcing bar, guarantee that adjacent composite plate closely links into an integrated entity, and be provided with first crotch at right-hand member or the left end of each first reinforcing bar, the right-hand member of each second reinforcing bar or left end be provided with each first reinforcing bar on first crotch before, second crotch of back symmetry, be convenient in construction building, connect by the mutual hook of first crotch separately between first reinforcing bar that adjacent composite plate is stretched out, connect by the mutual hook of second crotch separately between second reinforcing bar that adjacent composite plate is stretched out, to between the first staggered reinforcing bar and between second reinforcing bar behind the concreting, guarantee that adjacent composite plate closely links into an integrated entity again.
Further technique effect of the present utility model is: in the back of first concrete slab first and second fin is set, in the front of second concrete slab first and second fin is set, save the material of first and second concrete slab, the part that is connected with truss bars on it and the part that is connected with first and second reinforcing bar are realized by the fraction structure, and needn't increase the thickness of first and second concrete slab.
Further technique effect of the present utility model is: on four angles in four angles, upper end and lower end with composite plate angle steel is installed respectively, can be increased the intensity of composite plate.
Description of drawings
Fig. 1 is embodiment one front view of the utility model reinforcing bar composite roof truss composite plate;
Fig. 2 is embodiment one left view of the utility model reinforcing bar composite roof truss composite plate;
Fig. 3 is embodiment one vertical view of the utility model reinforcing bar composite roof truss composite plate;
Fig. 4 is that the A-A of Fig. 1 is to sectional view;
Fig. 5 is that the B-B of Fig. 1 is to sectional view;
Fig. 6 is that the C-C of Fig. 1 is to sectional view;
Fig. 7 is that the D-D of Fig. 1 is to sectional view;
Fig. 8 is embodiment two front views of the utility model reinforcing bar composite roof truss composite plate;
Fig. 9 is embodiment two left views of the utility model reinforcing bar composite roof truss composite plate;
Figure 10 is embodiment two vertical views of the utility model reinforcing bar composite roof truss composite plate;
Figure 11 is that the E-E of Fig. 8 is to sectional view;
Figure 12 is that the F-F of Fig. 8 is to sectional view;
Figure 13 is that the G-G of Fig. 8 is to sectional view;
Figure 14 is that the H-H of Fig. 8 is to sectional view;
Figure 15 is embodiment three front views of the utility model reinforcing bar composite roof truss composite plate;
Figure 16 is embodiment three left views of the utility model reinforcing bar composite roof truss composite plate;
Figure 17 is embodiment three vertical views of the utility model reinforcing bar composite roof truss composite plate;
Figure 18 is that the I-I of Figure 15 is to sectional view;
Figure 19 is that the J-J of Figure 15 is to sectional view;
Figure 20 is that the K-K of Figure 15 is to sectional view;
Figure 21 is that the L-L of Figure 15 is to sectional view.
The specific embodiment
Extremely shown in Figure 7 as Fig. 1, embodiment one structural representation of the utility model reinforcing bar composite roof truss composite plate, it comprises forward and backward symmetrically arranged first concrete slab 1 and second concrete slab 2.Between first concrete slab 1 and second concrete slab 2, fill and be bonded with the warming plate 3 that heat preserving and insulating material is made.Upper and lower surperficial four angles of this composite plate are separately installed with angle steel 12.Vertically place the truss bars 4 that several are parallel to each other and run through 3 left and right of first concrete slab 1 and second concrete slab, 2 above and below and warming plates along the width of first concrete slab 1 in this composite plate.Vertically place first reinforcing bar 5 that several are parallel to each other and run through 1 left and right of first concrete slab in first concrete slab 1 along its length.Vertically place second reinforcing bar 6 that several are parallel to each other and run through 2 left and right of second concrete slabs in second concrete slab 2 along its length.Each second reinforcing bar 6 in each first reinforcing bar 5 in first concrete slab 1 and second concrete slab 2 is forward and backward and is symmetrical arranged.Between first reinforcing bar 5 of each forward and backward symmetry and the left end of second reinforcing bar 6 and link into an integrated entity by dowel 7 respectively between the right-hand member.The front of the back of first concrete slab 1 and second concrete slab 2 is processed with first fin 10 that truss bars 4 forward and backward muscle run through respectively.The front of the back of first concrete slab 1 and second concrete slab 2 is processed with second fin 11 that first reinforcing bar 5, second reinforcing bar 6 run through respectively.
Extremely shown in Figure 14 as Fig. 8, embodiment two structural representations of the utility model reinforcing bar composite roof truss composite plate, its most of structure is identical with embodiment's one, and difference is: the left and right end of each first reinforcing bar 5 is processed with inboard first crotch 8 that extends rearward respectively.The left and right end of each second reinforcing bar 6 be processed with respectively with each first reinforcing bar 5 on second crotch 9 of first crotch, 8 forward and backward symmetries.
Extremely shown in Figure 21 as Fig. 9, embodiment three structural representations of the utility model reinforcing bar composite roof truss composite plate, its most of structure is identical with embodiment's one, and difference is: the right-hand member of each first reinforcing bar 5 is processed with inboard first crotch 8 that extends rearward.The right-hand member of each second reinforcing bar 6 be processed with each first reinforcing bar 5 on second crotch 9 of first crotch, 8 forward and backward symmetries.
During the assembling building wall board, the utility model reinforcing bar composite roof truss composite plate embodiment one is directly transported to the job site, during construction, with the parallel placement of each composite plate, the size of Zu Zhuan building wall board area as required, select the quantity of composite plate, with each composite plate along last, down, a left side, right four faces are assembled with adjacent composite plate splicing respectively, with each composite plate left side, first reinforcing bar 5 that the right side is stretched and dowel 7 parts, second reinforcing bar 6 and dowel 7 parts respectively with the composite plate adjacent with it on first reinforcing bar 5 and dowel 7 parts of stretching out, second reinforcing bar 6 and dowel 7 parts are interted staggered mutually, on each composite plate, the truss bars of stretching below 4 respectively with the composite plate adjacent with it on the truss bars 4 that stretches out intert mutually and be interspersed, plate between adjacent composite plate stitches concreting then, make the interspersed first staggered reinforcing bar 5 and dowel 7 parts mutually, mutual second reinforcing bar 6 and dowel 7 parts that interlocks that intert, the staggered truss bars 4 that interts mutually is closed and is cast in the concrete, the construction of building wall board structure assembling has just been finished like this, this form of construction work has been strengthened the bulk strength of building wall board structure, work progress is short, high efficiency and cost are low, between first concrete slab 1 and second concrete slab 2, dose warming plate 2 in addition, can make the indoor insulation effect that plays of building.And the construction of the utility model reinforcing bar composite roof truss composite plate embodiment two and embodiment's one is basic identical.Difference is: during use, with each composite plate along upper and lower, left and right four faces respectively with adjacent composite plate splicing assembling, first crotch 8 of first reinforcing bar 5 that the left and right face of each composite plate is stretched, second crotch 9 of second reinforcing bar 6 respectively with the composite plate adjacent with it on the mutual hooks of second crotch 9 company of first crotch 8, second reinforcing bar 6 of first reinforcing bar 5 that stretches out.Plate between adjacent composite plate seam concreting makes mutual hook first reinforcing bar 5, mutual hook second reinforcing bar 6 even even all be closed and be cast in the concrete then, and the construction of building wall board structure assembling has just been finished like this; And the job practices of the utility model reinforcing bar composite roof truss composite plate embodiment three and first embodiment's is basic identical, difference be each composite plate right side with adjacent composite plate between connection concreting mode and the form of construction work of embodiment two corresponding positions identical, repeat no more herein.
The above embodiment is described preferred embodiment of the present utility model; be not that scope of the present utility model is limited; under the prerequisite that does not break away from the utility model design spirit; various distortion and improvement that the common engineers and technicians in this area make the technical solution of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (6)
1. reinforcing bar composite roof truss composite plate, it is characterized in that: before comprising, back symmetrically arranged first, two concrete slabs (1,2), described first, two concrete slabs (1,2) be connected with the warming plate (3) that heat preserving and insulating material is made between, this composite plate is interior along first, two concrete slabs (1,2) width has vertically placed several and has been parallel to each other and runs through first, two concrete slabs (1,2) on, below and warming plate (a 3) left side, the truss bars on the right side (4), vertically having placed several in described first concrete slab (1) along its length is parallel to each other and runs through first concrete slab (a 1) left side, first reinforcing bar (5) on the right side, vertically having placed several in described second concrete slab (2) along its length is parallel to each other and runs through second concrete slab (a 2) left side, before each first reinforcing bar (5) in second reinforcing bar (6) on the right side, described first concrete slab (1) and each second reinforcing bar (6) in second concrete slab (2) are, after be symmetrical arranged.
2. reinforcing bar composite roof truss composite plate as claimed in claim 1 is characterized in that: link into an integrated entity by dowel (7) respectively between the left end of described first and second reinforcing bar (5,6) of each forward and backward symmetry and between the right-hand member.
3. reinforcing bar composite roof truss composite plate as claimed in claim 1, it is characterized in that: the left and right end of each described first reinforcing bar (5) is respectively equipped with first crotch (8), the left and right end of each described second reinforcing bar (6) be respectively equipped with each first reinforcing bar (5) on second crotch (9) of the forward and backward symmetry of first crotch (8).
4. reinforcing bar composite roof truss composite plate as claimed in claim 1, it is characterized in that: described first and second reinforcing bar (5 of each forward and backward symmetry, 6) link together by dowel (7) between the left end or between the right-hand member, the right-hand member of each described first reinforcing bar (5) or left end are provided with first crotch (8), the right-hand member of each described second reinforcing bar (6) or left end be provided with each first reinforcing bar (5) on second crotch (9) of the forward and backward symmetry of first crotch (8).
5. as the described reinforcing bar composite roof truss of one of claim 1 to 4 composite plate, it is characterized in that: the front of the back of described first concrete slab (1) and second concrete slab (2) is respectively equipped with first fin (10) that the forward and backward muscle of truss bars (4) runs through, the front of the back of described first concrete slab (1) and second concrete slab (2) is respectively equipped with second fin (11) that first and second reinforcing bar (5,6) runs through.
6. reinforcing bar composite roof truss composite plate as claimed in claim 5, it is characterized in that: four angles, the upper end of this composite plate and lower end are separately installed with angle steel (12) on four angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320029052 CN203034675U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss composite board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320029052 CN203034675U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss composite board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203034675U true CN203034675U (en) | 2013-07-03 |
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ID=48686809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320029052 Expired - Fee Related CN203034675U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss composite board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203034675U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781007A (en) * | 2016-04-26 | 2016-07-20 | 镇江港和新型建材有限公司 | Concrete prefabricated wall body convenient to fix |
-
2013
- 2013-01-18 CN CN 201320029052 patent/CN203034675U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781007A (en) * | 2016-04-26 | 2016-07-20 | 镇江港和新型建材有限公司 | Concrete prefabricated wall body convenient to fix |
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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: 20130703 Termination date: 20160118 |
|
| EXPY | Termination of patent right or utility model |