CN203034679U - Steel bar composite truss frame composite board - Google Patents
Steel bar composite truss frame composite board Download PDFInfo
- Publication number
- CN203034679U CN203034679U CN 201320028679 CN201320028679U CN203034679U CN 203034679 U CN203034679 U CN 203034679U CN 201320028679 CN201320028679 CN 201320028679 CN 201320028679 U CN201320028679 U CN 201320028679U CN 203034679 U CN203034679 U CN 203034679U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- board
- concrete slab
- composite plate
- steel bar
- 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
Images
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses a steel bar composite truss frame composite board, belonging to building components. The steel bar composite truss frame composite board comprises a concrete board, wherein the cross section of the concrete board is in a U shape, an insulation board is filled in an open slot of the concrete board, a plurality of parallel truss steel bars which vertically penetrate through the upper and lower surfaces of front and back boards of the concrete board and left and right surfaces of the insulation board are arranged in the frame composite board along the length direction of the cross section of the frame composite board, a plurality of parallel inverted U-shaped steel bars vertically penetrate through the concrete board along the length direction, the opening direction of each U-shaped steel bar is the same with the direction of the open slot of the concrete board, the U-shaped steel bars penetrates in front, right and back boards of the concrete board, front and back steel bars of the U-shaped steel bars extend out of the left end of the concrete board, and the left end of each U-shaped steel bar is provided with opposite first and second hooks which are arranged in the same plane with the U-shaped steel bar or is connected with a connecting bar. The steel bar composite truss frame composite board is light and environmental friendly, has low cost, is reasonable in stress, is convenient for building construction, is short in construction period, is nonflammable and is safe to use; and with the adoption of the steel bar composite truss frame composite board, the working efficiency is improved, and the insulation effect is good.
Description
Technical field
The utility model relates to a kind of building unit, is specifically related to a kind of reinforcing bar composite roof truss framework composite plate for frameworks such as building door, windows.
Background technology
Frameworks such as existing building door, window substantially all are to make the framework that inside has reinforcing bar by poured in place concrete.This class framework is the solid concrete plate, at the concrete slab external surface warming plate is installed.Such, the framework load-bearing of window etc. is on concrete slab.Add man-hour, need a large amount of pallets, make cost improve, after cast in situs finishes in addition, 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 framework composite plate, and its light-weight environment-friendly cost is low, and stressed rationally it is short to be convenient to building operations and cycle, 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 framework composite plate, be the concrete slab of inverted u-shaped comprising cross section, be filled with the warming plate that heat preserving and insulating material is made in the open slot of described concrete slab, in this framework composite plate along its cross-section lengths direction vertically place several be parallel to each other and run through concrete slab before, on the back plate, below and a warming plate left side, the truss bars on the right side, vertically place the inversion U-shaped reinforcing bar that several are parallel to each other along short transverse in the described concrete slab, the opening direction of described U-shaped reinforcing bar is identical with the open slot direction of concrete slab, described U-shaped reinforcing bar is placed through the header board of concrete slab, in right panel and the back plate, before the described U-shaped reinforcing bar, back muscle all stretches out the left end of concrete slab, the left end of described U-shaped reinforcing bar be provided with two relatively and with the U-shaped reinforcing bar conplane first, two crotches or be connected with dowel.
The utility model reinforcing bar composite roof truss framework composite plate, the forward and backward face of the inner chamber of wherein said concrete slab is respectively equipped with first fin that the forward and backward muscle of each truss bars runs through up and down, before the inner chamber of described concrete slab, be respectively equipped with preceding, right, back second fin that places of muscle of U-shaped reinforcing bar on right, the back.
The utility model reinforcing bar composite roof truss framework composite plate, wherein angle steel is installed at four angles in four angles, the upper end of this framework composite plate and lower end respectively.
After adopting such scheme, the utility model reinforcing bar composite roof truss framework composite plate is passed through cross section to being inverted concrete slab and the warming plate of U-shaped, truss bars and shape inverted U-shaped reinforcing bar are processed into one, make formed productization, like this several framework composite plates are transported to the building site, during on-the-spot the assembling, with the parallel placement of each framework composite plate, make each framework composite plate respectively along last, assemble with adjacent framework composite plate splicing below, be each framework composite plate on, below on the truss bars that stretches out respectively with the adjacent frame composite plate on the truss bars that stretches out intert mutually and be interspersed, plate between the adjacent frame composite plate stitches concreting then, interspersed staggered truss bars is built be enclosed in the corresponding plate seam, guarantee that the adjacent frame composite plate links together, the dowel phase IPN of the dowel of the U-shaped reinforcing bar that each framework composite plate left side is stretched out and adjacent architectural wallboard composite plate fork is staggered or with first of U-shaped reinforcing bar then, the crotch hook that two crotches and adjacent architectural wallboard composite plate are stretched out connects together, between above-mentioned, distinguish concreting, the reinforcing bar that staggered dowel or hook are connected is closed in the concrete, the utility model reinforcing bar composite roof truss framework composite plate and building wall board composite plate are linked together, use the utility model framework composite plate processing building door, the framework of window etc., 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 located in the concrete slab, high insulating effect, nonflammable, use safety.
Further technique effect of the present utility model is: with on forward and backward of the inner chamber of concrete slab first and second fin is set, save the material of concrete slab, the part that is connected with truss bars on it, the part that is connected with the U-shaped reinforcing bar are realized by the fraction structure, and needn't increase the thickness of concrete slab.
Further technique effect of the present utility model is: on four angles in four angles, upper end and lower end with the framework composite plate angle steel is installed respectively, can be increased the intensity of framework composite plate.
Description of drawings
Fig. 1 is embodiment one front view of the utility model reinforcing bar composite roof truss framework composite plate;
Fig. 2 is embodiment one left view of the utility model reinforcing bar composite roof truss framework composite plate;
Fig. 3 is embodiment one vertical view of the utility model reinforcing bar composite roof truss framework 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 one front view of the utility model reinforcing bar composite roof truss framework composite plate;
Fig. 9 is embodiment one left view of the utility model reinforcing bar composite roof truss framework composite plate;
Figure 10 is embodiment one vertical view of the utility model reinforcing bar composite roof truss framework 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.
The specific embodiment
To shown in Figure 7, the utility model reinforcing bar composite roof truss framework composite plate is implemented one structural representation as Fig. 1, and it comprises that cross section is the concrete slab 1 of inverted u-shaped.Be filled with the warming plate 2 that heat preserving and insulating material is made in the open slot of concrete slab 1.Angle steel 9 is installed at four angles in four angles, the upper end of this framework composite plate and lower end respectively.Vertically place the truss bars 3 that several are parallel to each other and run through 2 left and right of the forward and backward plate above and below of concrete slab 1 and warming plates along its cross-section lengths direction in this framework composite plate.Vertically place the inversion U-shaped reinforcing bar 4 that several are parallel to each other along short transverse in the concrete slab 1.The opening direction of U-shaped reinforcing bar 4 is identical with the open slot direction of concrete slab 1.U-shaped reinforcing bar 4 is placed through in header board, right panel and the back plate of concrete slab 1.The forward and backward muscle of U-shaped reinforcing bar 4 all stretches out the left end of concrete slab 1, and the preceding muscle left end of U-shaped reinforcing bar 4 is processed with inboard first crotch 5 that extends rearward, and the back muscle left end of U-shaped reinforcing bar 4 is processed with second crotch 6 with first crotch, 5 front and back symmetries.Forward and backward of the inner chamber of concrete slab 1 is processed with first fin 7 that the forward and backward muscle of each truss bars 3 runs through up and down respectively.Before the inner chamber of concrete slab 1, be processed with preceding, right, back second fin 8 that places of muscle of U-shaped reinforcing bar 4 on right, the back respectively.
To shown in Figure 14, the utility model reinforcing bar composite roof truss framework composite plate is implemented two structural representation as Fig. 8, and its most of structure is identical with enforcement one, and difference is: be connected with dowel 10 between the preceding muscle left end of U-shaped reinforcing bar 4 and the back muscle left end.
During with the framework of the embodiment one assembling building door of the utility model reinforcing bar composite roof truss framework composite plate, window etc., the framework composite plate is directly transported to the job site.During construction, with the parallel placement of each framework composite plate, the size of frame area such as Zu Zhuan building door, window as required, the quantity of Selection Framework composite plate.With each framework composite plate respectively along above and below and adjacent framework composite plate splicing assembling, be the truss bars 3 that stretches out on the above and below of each framework composite plate respectively with the adjacent frame composite plate on the truss bars 3 that stretches out intert mutually and be interspersed, plate between the adjacent frame composite plate stitches concreting then, interspersed staggered truss bars is built be enclosed in the corresponding plate seam, guarantee that the adjacent frame composite plate links together; The U-shaped reinforcing bar that stretches out of the U-shaped reinforcing bar 4 that each framework composite plate left side is stretched out and dowel 10 and adjacent architectural wallboard composite plate and dowel is staggered interts together then, and between the two concreting, make interspersed staggered U-shaped reinforcing bar 4, dowel 10 is closed in the concrete, framework composite plate and building wall board composite plate are linked together, building door like this, the construction assembling of frame constructions such as window has just been finished, use the utility model framework composite plate processing building door, the framework of window etc., 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 located in the concrete slab, high insulating effect, nonflammable, use safety.
When the embodiment one of use the utility model reinforcing bar composite roof truss framework composite plate assembles the framework of building door, window etc., its most of mode is identical with above-described embodiment one, difference is: the U-shaped reinforcing bar 4 that each framework composite plate left side is stretched out and first crotch 5 that connects and second crotch 6 connect together with the crotch hook that adjacent architectural wallboard composite plate is stretched out, and between the two concreting, the reinforcing bar that hook is connected is closed in the concrete.
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 (3)
1. reinforcing bar composite roof truss framework composite plate, it is characterized in that: comprise that cross section is the concrete slab (1) of inverted u-shaped, be filled with the warming plate (2) that heat preserving and insulating material is made in the open slot of described concrete slab (1), in this framework composite plate along its cross-section lengths direction vertically place several be parallel to each other and run through concrete slab (1) before, on the back plate, below and warming plate (a 2) left side, the truss bars on the right side (3), vertically place the inversion U-shaped reinforcing bar (4) that several are parallel to each other along short transverse in the described concrete slab (1), the opening direction of described U-shaped reinforcing bar (4) is identical with the open slot direction of concrete slab (1), described U-shaped reinforcing bar (4) is placed through the header board of concrete slab (1), in right panel and the back plate, before the described U-shaped reinforcing bar (4), back muscle all stretches out the left end of concrete slab (1), the left end of described U-shaped reinforcing bar (4) be provided with two relatively and with U-shaped reinforcing bar (4) conplane first, two crotches (5,6) or be connected with dowel (10).
2. reinforcing bar composite roof truss framework composite plate as claimed in claim 1, it is characterized in that: the forward and backward face of inner chamber of described concrete slab (1) is respectively equipped with first fin (7) that the forward and backward muscle of each truss bars (3) runs through up and down, before the inner chamber of described concrete slab (1), be respectively equipped with preceding, right, back second fin (8) that places of muscle of U-shaped reinforcing bar (4) on right, the back.
3. reinforcing bar composite roof truss framework composite plate as claimed in claim 2, it is characterized in that: angle steel (9) is installed at four angles in four angles, the upper end of this framework composite plate and lower end respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320028679 CN203034679U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss frame composite board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320028679 CN203034679U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss frame composite board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203034679U true CN203034679U (en) | 2013-07-03 |
Family
ID=48686813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320028679 Expired - Fee Related CN203034679U (en) | 2013-01-18 | 2013-01-18 | Steel bar composite truss frame composite board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203034679U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821276A (en) * | 2014-03-05 | 2014-05-28 | 沈阳中正易建现代建筑工程有限公司 | Novel assembly-type modular building system |
| CN114086695A (en) * | 2021-11-25 | 2022-02-25 | 山东鲁腾新型建材有限公司 | Net rack plate for building heat-insulation wall |
-
2013
- 2013-01-18 CN CN 201320028679 patent/CN203034679U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821276A (en) * | 2014-03-05 | 2014-05-28 | 沈阳中正易建现代建筑工程有限公司 | Novel assembly-type modular building system |
| CN103821276B (en) * | 2014-03-05 | 2016-09-07 | 沈阳诺思达智能设备有限公司 | A kind of assembled, modular architectural system |
| CN114086695A (en) * | 2021-11-25 | 2022-02-25 | 山东鲁腾新型建材有限公司 | Net rack plate for building heat-insulation wall |
| CN114086695B (en) * | 2021-11-25 | 2023-08-15 | 山东鲁腾新型建材有限公司 | Grid plate for building heat-insulating wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2506376C1 (en) | Concrete building with light steel volume frame and method of its assembly | |
| CN203034679U (en) | Steel bar composite truss frame composite board | |
| CN203867067U (en) | U-shaped steel concrete compound section beam | |
| CN204804160U (en) | Novel prefabricated superimposed sheet of reinforcing bar support | |
| CN216740226U (en) | Assembled overlap tenon keel and finished slat partition wall | |
| CN207863150U (en) | Overlap wall and horizontal member connecting node | |
| CN204662706U (en) | Energy-saving heat preserving light cement prefabricated component construction wall | |
| CN205475877U (en) | Compound outer thermal insulation walling system of assembled self preservation temperature wallboard | |
| CN210421512U (en) | Positioning, mounting and connecting structure of PC prefabricated wall board | |
| CN203034680U (en) | Steel bar composite truss composite board | |
| CN204826410U (en) | Exempt from to tear open precast concrete heat preservation frame post template | |
| CN203034675U (en) | Steel bar composite truss composite board | |
| CN105937290A (en) | Steel-reinforced concrete column with high length-width ratio and structure thereof and construction method | |
| CN208088575U (en) | A kind of box compound shear wall of rectangle steel | |
| CN103452209B (en) | Double-layer composite slat cast-in-situ internal partition wall structure | |
| CN206737198U (en) | A kind of Combined type external wall panel with reinforced fixed structure | |
| CN203034655U (en) | Fabricated floorslab | |
| US11965327B2 (en) | Prefabricated module | |
| CN203034596U (en) | Composite board assembly structures and box building | |
| CN208309913U (en) | Quickly assembling external wall separates unitary tape reinforcing bar disassembly-free thermal-insulation form board | |
| CN208347002U (en) | A kind of noose connection structure for being connected between prefabricated panel | |
| CN202047520U (en) | Lattice composite board | |
| CN204983251U (en) | Modular partition plate | |
| CN213062440U (en) | High strength cavity PC wall | |
| TWM594053U (en) | Door and window corner wall crack-resisting component structure |
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 |