CN210316150U - A dense rib with filling concrete deep beam board for scale pig farm built-up layer - Google Patents
A dense rib with filling concrete deep beam board for scale pig farm built-up layer Download PDFInfo
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- CN210316150U CN210316150U CN201922274163.XU CN201922274163U CN210316150U CN 210316150 U CN210316150 U CN 210316150U CN 201922274163 U CN201922274163 U CN 201922274163U CN 210316150 U CN210316150 U CN 210316150U
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Abstract
The utility model discloses a deep beam board of close rib sandwich concrete for scale pig farm built-up layer, including the roof beam body and boundary beam, the roof beam body comprises upper and lower panel, horizontal rib, vertical rib and light filling block, and light filling block is arranged in the empty case that panel, horizontal rib and vertical rib formed about being located, be provided with the reinforcing bar net piece in the upper and lower panel of the roof beam body, and the reinforcing bar net piece stretches out in the both sides of board has the beard muscle for with the connection of constructional column reinforcing bar, the both sides of the roof beam body set up trapezoidal recess more than two at least respectively for with the post-cast concrete structure cylindricality becomes mortise-tenon joint. The deep beam plate adopts a multi-ribbed sandwich structure, so that the dead weight of the plate is reduced, the manufacturing cost is saved, and meanwhile, a ring beam and a strip foundation do not need to be arranged under the beam body of the deep beam plate, so that compared with a brick wall, the deep beam plate has the characteristics of simple construction, high speed and low manufacturing cost, and has wide market prospect.
Description
Technical Field
The utility model relates to a breed building roof beam body technical field, especially relate to a deep beam slab of close rib sandwich concrete that is used for scale pig farm to empty layer.
Background
Along with the continuous promotion of the requirement for aquaculture environmental protection, the overhead layer that sets up cement and leak dropping board has obtained general application in scale pig farm, but at present in the design on overhead layer, mostly adopts the gird to add the vertical bearing structure that the brick wall comes as the overhead layer, and it is not only red brick quantity big, and construction speed is slow, and the cost is also not low moreover. However, if the conventional fabricated concrete structure is adopted, the cost is higher. Therefore, in order to promote the application of the fabricated building in facility agricultural engineering and reduce the construction cost of a large-scale pig farm, the research and development of a novel simple prefabricated concrete beam suitable for the large-scale pig farm is needed urgently.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problems in the prior art and providing a dense rib sandwich concrete deep beam slab for a scale pig farm overhead layer.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the dense rib sandwich concrete deep beam plate comprises a beam body, wherein at least two pouring grooves are formed in two sides of the beam body respectively, and when a constructional column connected with the beam body is poured, concrete can enter the pouring grooves from two sides of the constructional column to form tenon-and-mortise connection with a post-pouring constructional column.
The roof beam body comprises top panel, lower panel, horizontal rib, vertical rib, light filling block, the light filling block is located the cavity that top panel, lower panel, horizontal rib and vertical rib formed, be provided with reinforcing bar net piece in the upper and lower panel of the roof beam body, reinforcing bar net piece stretches out there is the beard muscle in the both sides of board for with constructional column reinforcing bar muscleThe lightweight filling block is made of materials with volume weight not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body, can save the manufacturing cost and is not convenient for transportation and installation.
Furthermore, when the deep beam slab is used for an outer wall, the longitudinal and transverse ribs adopt the lightweight aggregate structure heat preservation concrete so as to reduce the influence of a heat bridge.
Furthermore, the transverse section of the pouring groove is trapezoidal.
Further, still include the boundary beam, boundary beam and roof beam body integrated into one piece, set up connecting reinforcement on the boundary beam, connecting reinforcement's both ends are stretched out from the both sides of boundary beam.
Furthermore, the edge beam and the beam body form a T-shaped beam body or an L-shaped beam body.
Further, the roof beam body sets up the thickening layer, the inside connecting reinforcement that sets up of thickening layer, the both ends of connecting reinforcement stretch out from the thickening layer, and the thickening layer is used for thickening the roof beam body, strengthens the intensity of the roof beam body.
Furthermore, a sunken thinning layer is arranged between the thickening layer and the edge beam, so that the manufacturing cost is reduced.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses well dark roof beam board has adopted close rib sandwich structure, has both reduced the dead weight of the roof beam body, practices thrift manufacturing cost again, and the both sides of the roof beam body set up and are used for stretching into the constructional column and connect the joint reinforcement who waters the post, and joint reinforcement stretches out the side simultaneously and sets up and pours the groove, and when pouring the constructional column, the groove is pour in the both sides entering that the constructional column can be followed to the concrete, has consolidated the connection of constructional column and roof beam body. Meanwhile, by adopting the deep beam plate, a ring beam and a strip foundation do not need to be arranged under the beam body, so that compared with a brick wall, the deep beam plate has the characteristics of simple construction, high speed and low manufacturing cost, and has wide market prospect.
Drawings
FIG. 1 is a schematic structural view of an embodiment 1 of the deep beam slab of the multi-ribbed sandwich concrete;
FIG. 2 is a transverse sectional view of an embodiment 1 of the deep beam slab of the multi-ribbed sandwich concrete;
FIG. 3 is a longitudinal sectional view of the present deep beam slab of multi-ribbed sandwich concrete of example 1;
FIG. 4 is a transverse cross-sectional view of an embodiment 2 of the deep beam slab of the multi-ribbed sandwich concrete;
FIG. 5 is a transverse cross-sectional view of the deep beam slab of the multi-ribbed sandwich concrete of example 3;
FIG. 6 is a transverse cross-sectional view of the deep beam slab of the multi-ribbed sandwich concrete of example 4;
FIG. 7 is a transverse cross-sectional view of an embodiment 5 of the deep beam slab of the multi-ribbed sandwich concrete;
FIG. 8 is a transverse sectional view of an embodiment 6 of the deep beam slab of the multi-ribbed sandwich concrete of the present invention;
FIG. 9 is the connection diagram of the deep beam slab and constructional column of the multi-ribbed sandwich concrete.
In the figure: 1. a beam body; 2. a boundary beam; 3. thickening the layer; 4. constructing a column; 11. pouring a groove; 12. connecting reinforcing steel bars; 101. an upper panel; 102. a lower panel; 103. a transverse rib; 104. a longitudinal rib; 105. a lightweight filler block.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Example 1
Referring to fig. 1-3, the dense rib sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1 and edge beams 2, wherein four pouring grooves 11 are respectively arranged on two sides of the beam body 1, and when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column for tenon-and-mortise connection with a post-pouring constructional column.
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation。
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Example 2
Referring to fig. 4, the dense rib sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1, wherein four pouring grooves 11 are respectively formed in two sides of the beam body 1, and referring to fig. 9, when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column and is used for being in mortise-tenon connection with a post-pouring constructional column.
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation.
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Example 3
Referring to fig. 5, the dense rib sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1 and edge beams 2, wherein four pouring grooves 11 are respectively formed in two sides of the beam body 1, and when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column for tenon-and-mortise connection with a post-pouring constructional column.
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation.
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Example 4
Referring to fig. 6, the dense rib sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1 and edge beams 2, wherein four pouring grooves 11 are respectively formed in two sides of the beam body 1, and when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column for tenon-and-mortise connection with a post-pouring constructional column.
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation.
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Further, roof beam body 1 sets up thickening layer 3, thickening layer 3 is inside to set up connecting reinforcement 12, the both ends of connecting reinforcement 12 are stretched out from thickening layer 3, and thickening layer 3 is used for thickening roof beam body 1, strengthens the intensity of the roof beam body, and thickening layer 3 is outstanding respectively from the upper and lower panel side of roof beam body 1 in this embodiment, there is sunken attenuate layer between thickening layer 3 and boundary beam 2, reducible manufacturing cost, and roof beam body 1 in this embodiment forms "worker" style of calligraphy wholly.
Example 5
Referring to fig. 7, the dense rib sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1 and edge beams 2, wherein four pouring grooves 11 are respectively formed in two sides of the beam body 1, and when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column for tenon-and-mortise connection with a post-pouring constructional column. .
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation.
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Further, the roof beam body 1 sets up thickening layer 3, the inside connecting reinforcement 12 that sets up of thickening layer 3, the both ends of connecting reinforcement 12 are stretched out from thickening layer 3, and thickening layer 3 is used for thickening roof beam body 1, strengthens the intensity of the roof beam body, and thickening layer 3 is outstanding with 2 homonymies of boundary beam of the roof beam body 1 in this embodiment, there is sunken attenuate layer between thickening layer 3 and the boundary beam 2, and roof beam body 1 in this embodiment forms "U" style of calligraphy wholly.
Example 6
Referring to fig. 8, the multi-ribbed sandwich concrete deep beam slab for the large-scale pig farm empty space comprises a beam body 1 and edge beams 2, wherein four pouring grooves 11 are respectively arranged on two sides of the beam body 1, and when a constructional column 4 connected with the beam body 1 is poured, concrete can enter the pouring grooves 11 from two sides of the constructional column to reinforce the connection between the constructional column 4 and the beam body 1.
Further, the beam body 1 is composed of an upper panel 101, a lower panel 102, transverse ribs 103, longitudinal ribs 104 and light filling blocks 105, the light filling blocks 105 are located in empty boxes formed by the upper panel 101, the lower panel 102, the transverse ribs 103 and the longitudinal ribs 104, and the light filling blocks 105 are made of materials with volume weights not more than 20kg/m3The polystyrene foam block reduces the weight of the beam body 1, can save the manufacturing cost and is not convenient for transportation and installation.
Reinforcing steel bar meshes are arranged in the upper panel 101 and the lower panel 102 of the beam body 1, and the two sides of the reinforcing steel bar meshes are extended with beard bars 12 for connecting with the reinforcing steel bars of the constructional column.
Furthermore, the transverse section of the pouring groove 11 is trapezoidal, so that concrete can conveniently enter the pouring groove 11.
Further, the roof beam body 1 sets up thickening layer 3, the inside connecting reinforcement 12 that sets up of thickening layer 3, the both ends of connecting reinforcement 12 are stretched out from thickening layer 3, and thickening layer 3 is used for thickening roof beam body 1, strengthens the intensity of the roof beam body, and thickening layer 3 is outstanding from one of them side of roof beam body 1's top panel 101 or lower panel 102 in this embodiment, has sunken attenuate layer between one side of thickening layer 3 and boundary beam 2, reducible manufacturing cost.
Further, when the deep beam slab in various forms is used as an outer wall, the transverse ribs 103 and the longitudinal ribs 104 in the beam body 1 adopt lightweight aggregate structure heat preservation concrete.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The deep beam slab is characterized by comprising a beam body (1), wherein two sides of the beam body (1) are respectively provided with at least more than two pouring grooves (11);
the beam body (1) consists of an upper panel (101), a lower panel (102), transverse ribs (103), longitudinal ribs (104) and light filling blocks (105), wherein the light filling blocks (105) are positioned in a hollow box formed by the upper panel (101), the lower panel (102), the transverse ribs (103) and the longitudinal ribs (104);
reinforcing steel bar meshes are arranged in an upper panel (101) and a lower panel (102) of the beam body (1), and the reinforcing steel bar meshes extend out of two sides of the upper panel and the lower panel to form beard bars (12) for being connected with constructional column reinforcing steel bars.
2. The deep beam slab of the multi-ribbed sandwich concrete for the empty space of the scale pig farm as claimed in claim 1, characterized in that the transverse section of the pouring groove (11) is trapezoidal.
3. A method as claimed in claim 1The deep beam slab of the dense rib sandwich concrete on the empty space of the scale pig farm is characterized in that the light filling block (105) is made of a material with the volume weight not more than 20kg/m3The polystyrene foam block, the transverse ribs (103) and the longitudinal ribs (104) adopt lightweight aggregate structure heat preservation concrete.
4. The deep beam slab of the multi-ribbed sandwich concrete for the empty space of the scale pig farm according to claim 1, which is characterized by further comprising an edge beam (2), wherein the edge beam (2) is integrally formed with the beam body (1), a connecting steel bar (21) is arranged on the edge beam (2), and two ends of the connecting steel bar (21) extend out of two sides of the edge beam (2).
5. The deep beam slab of the multi-ribbed sandwich concrete for the empty space of the scale pig farm as claimed in claim 4, characterized in that the edge beam (2) and the beam body (1) form a T-shaped beam body or an L-shaped beam body.
6. The deep beam slab of the dense rib sandwich concrete for the scale pig farm empty space of claim 4, characterized in that the beam body (1) is provided with a thickening layer (3), the thickening layer (3) is internally provided with connecting steel bars (21), and two ends of the connecting steel bars (21) extend out of the thickening layer (3).
7. The dense rib sandwich concrete deep beam slab for the empty space of the scale pig farm according to the claim 6, characterized in that a concave thinning layer is arranged between the thickening layer (3) and the edge beam (2).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201922274163.XU CN210316150U (en) | 2019-12-18 | 2019-12-18 | A dense rib with filling concrete deep beam board for scale pig farm built-up layer |
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| CN201922274163.XU CN210316150U (en) | 2019-12-18 | 2019-12-18 | A dense rib with filling concrete deep beam board for scale pig farm built-up layer |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622402A (en) * | 2019-12-18 | 2020-09-04 | 湖南诚友绿色建材科技有限公司 | Multi-rib core concrete deep beam plate for large-scale pig farm overhead layer |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622402A (en) * | 2019-12-18 | 2020-09-04 | 湖南诚友绿色建材科技有限公司 | Multi-rib core concrete deep beam plate for large-scale pig farm overhead layer |
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