CN205348545U - Environmental protection of C type is evaporated and is pressed aerated concrete side fascia - Google Patents
Environmental protection of C type is evaporated and is pressed aerated concrete side fascia Download PDFInfo
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- CN205348545U CN205348545U CN201521122805.XU CN201521122805U CN205348545U CN 205348545 U CN205348545 U CN 205348545U CN 201521122805 U CN201521122805 U CN 201521122805U CN 205348545 U CN205348545 U CN 205348545U
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Abstract
The utility model belongs to the building material field especially relates to an environmental protection of C type is evaporated and is pressed aerated concrete side fascia, including side fascia plate body and reinforcing bar cylinder mould, the reinforcing bar cylinder mould includes first reinforcing bar network element, second reinforcing bar network element and is used for fixedly and supports first reinforcing bar network element and second reinforcing bar network element's reinforcing bar net linkage unit, first reinforcing bar network element with second reinforcing bar network element is parallel, reinforcing bar net linkage unit includes reinforcing bar grid side angle spliced pole and reinforcing bar net middle part connection box. The utility model discloses a reinforcing bar cylinder mould that sets up including reinforcing bar network element and reinforcing bar net linkage unit improves the wholeness ability of side fascia, the utility model discloses a reinforcing bar cylinder mould has the joint strength height, and the bearing capacity slides greatly and inside difficult emergence of side fascia, improves side fascia overall stability, and the consumption energy is few, utilizes the abandonment resource, energy -concerving and environment -protective advantage.
Description
Technical field
This utility model belongs to novel environmental-friendly construction material field, particularly relates to a kind of C-shaped ring and protects steam pressure sand aerated concrete Side fascia.
Background technology
Steam-pressing aero-concrete is a kind of porous light concrete; main raw material(s) includes siliceous material (such as quartz; flyash; granulated blast-furnace slag; iron tailings etc.) and calcareous material (such as Calx; cement), add appropriate foaming agent (such as aluminium powder or aluminum cream) through levigate, dispensing, stirring, cast, foaming, quiet stop, cut and a kind of New Building Materials of steam press maintenance.Steam pressure sand aerated concrete Side fascia has from series of advantages such as heavy and light, heat preservation energy-saving is good, refractory ability is high, impervious good and dry shrinkage is relatively small, energy-conserving and environment-protective.
Patent publication No. is CN204386018U, publication date is that the Chinese utility model patent of 2015.06.10 discloses a kind of autoclaved aerated concrete slab sheet metal arrangement of reinforcement, including autoclaved aerated concrete slab, steel disc is fixed in sheet metal bar frame, the rush-resisting material of rack outside coating and the connection of sheet metal rack.
But in this utility model, bar frame is not high with the bonding strength of fixing steel disc, and whole bar frame bearing capacity is little, bar frame slippage easily occurs.
Utility model content
The purpose of this utility model is to provide a kind of C-shaped ring and protects steam pressure sand aerated concrete Side fascia, and the rebar cylinder mould in described Side fascia has bonding strength height, and bearing capacity is big and the advantage that is not susceptible to sliding inside Side fascia.
This utility model solves problem above and the technical scheme is that a kind of C-shaped ring protects steam pressure sand aerated concrete Side fascia, including Side fascia plate body and rebar cylinder mould, described rebar cylinder mould include the first bar-mat reinforcement unit, the second bar-mat reinforcement unit and for fix and support described first bar-mat reinforcement unit and the second bar-mat reinforcement unit bar-mat reinforcement connect unit, described first bar-mat reinforcement unit is parallel with described second bar-mat reinforcement unit, and described bar-mat reinforcement connects unit and includes connection frame in the middle part of bar-mat reinforcement end angle joint pin and bar-mat reinforcement.First bar-mat reinforcement unit described in this setting, the second bar-mat reinforcement unit and bar-mat reinforcement connect unit and ensure that the stability of described rebar cylinder mould, have bonding strength height, bearing capacity is big, it is not susceptible to the feature of sliding, finally makes whole described Side fascia have good bearing capacity.
It is preferred that technical scheme be in that: described first bar-mat reinforcement unit includes the vertical muscle of first module horizontal bar and first module, and the quantity of described first module horizontal bar is 4-6 root, and described first module horizontal bar and the vertical muscle of first module constitute rectangular configuration.
It is preferred that technical scheme be in that: the vertical muscle of described first module is welded in the inner side of described first module horizontal bar, frame horizontal bar and described first module in described first module horizontal bar indulge muscle solder bond, forming first module end angle connecting portion, frame horizontal bar and the vertical muscle of first module in described first module horizontal bar are respectively provided with reinforcing bar jag at connecting portion place, described first module end angle.
It is preferred that technical scheme be in that: inside horizontal bar in described first module horizontal bar and the vertical muscle solder bond of described first module, forming first module rim connecting portion, in described first module horizontal bar, the length of internal horizontal bar is the distance between two described first module rim connecting portion of correspondence.
It is preferred that technical scheme be in that: described second bar-mat reinforcement unit includes the vertical muscle of second unit horizontal bar and second unit, and the quantity of described second unit horizontal bar is 4-6 root, and described second unit horizontal bar and the vertical muscle of second unit constitute rectangular configuration.
It is preferred that technical scheme be in that: the vertical muscle of described second unit is welded in the inner side of described second unit horizontal bar, frame horizontal bar and described second unit in described second unit horizontal bar indulge muscle solder bond, forming second unit end angle connecting portion, frame horizontal bar and the vertical muscle of second unit in described second unit horizontal bar are respectively provided with reinforcing bar jag at connecting portion place, described second unit end angle.
It is preferred that technical scheme be in that: inside horizontal bar in described second unit horizontal bar and the vertical muscle solder bond of described second unit, forming second unit rim connecting portion, in described second unit horizontal bar, the length of internal horizontal bar is the distance between two described second unit rim connecting portion of correspondence
It is preferred that technical scheme be in that: described bar-mat reinforcement connects main joint pin that the bar-mat reinforcement end angle joint pin in unit includes being welded on corresponding first module end angle connecting portion and described second unit end angle connecting portion to be welded on the corresponding vertical muscle of first module and the vertical muscle of described second unit, connection reinforcing post between first module horizontal bar and described second unit horizontal bar, it is welded with triangle tight loop between described main joint pin and two described connection reinforcing posts, described triangle tight loop and described first bar-mat reinforcement unit, second bar-mat reinforcement unit is parallel, the quantity of described triangle tight loop is 2-4.The setting of triangle tight loop described in this setting improves the support strength of described bar-mat reinforcement end angle joint pin, it is ensured that the stability of described Side fascia.
It is preferred that technical scheme be in that: described bar-mat reinforcement connects and connects frame in the middle part of the bar-mat reinforcement in unit is that rectangle connects frame, it is respectively welded at the inside horizontal bar in described first module horizontal bar and on the inside horizontal bar in described second unit horizontal bar, and is welded on the outside of described horizontal bar.
It is preferred that technical scheme be in that: the quantity connecting frame in the middle part of described bar-mat reinforcement is 2-4 group, is uniformly arranged inside described rebar cylinder mould.
This utility model improves the overall performance of described Side fascia by arranging the rebar cylinder mould including bar-mat reinforcement unit and bar-mat reinforcement connection unit, rebar cylinder mould of the present utility model has bonding strength height, bearing capacity is big and is not susceptible to sliding inside Side fascia, improve Side fascia stability in the large, the consumption energy is few, utilize waste resource, energy-conserving and environment-protective advantage.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of rebar cylinder mould part in this utility model.
Fig. 3 is the structural representation of bar-mat reinforcement end angle joint pin in this utility model.
Detailed description of the invention
The following stated is only preferred embodiment of the present utility model, not scope of the present utility model is defined.
Embodiment: as shown in accompanying drawing 1, accompanying drawing 2 and accompanying drawing 3, a kind of C-shaped ring protects steam pressure sand aerated concrete Side fascia, including Side fascia plate body and rebar cylinder mould, described rebar cylinder mould includes first bar-mat reinforcement unit the 1, second bar-mat reinforcement unit 2 and for fixing and support the bar-mat reinforcement connection unit 3 of described first bar-mat reinforcement unit 1 and the second bar-mat reinforcement unit 2, described first bar-mat reinforcement unit 1 is parallel with described second bar-mat reinforcement unit 2, and described bar-mat reinforcement connects unit 3 and includes connection frame 302 in the middle part of bar-mat reinforcement end angle joint pin 301 and bar-mat reinforcement.Described first bar-mat reinforcement unit the 1, second bar-mat reinforcement unit 2 and bar-mat reinforcement connect unit 3 and ensure that the stability of described rebar cylinder mould, have bonding strength height, bearing capacity is big, it is not susceptible to the feature of sliding, finally makes whole described Side fascia have good bearing capacity.
Described first bar-mat reinforcement unit 1 includes first module horizontal bar 101 and the vertical muscle 102 of first module, and the quantity of described first module horizontal bar 101 is 4-6 root, and described first module horizontal bar 101 and the vertical muscle 102 of first module constitute rectangular configuration.The vertical muscle 102 of described first module is welded in the inner side of described first module horizontal bar 101, frame horizontal bar and described first module in described first module horizontal bar 101 indulge muscle 102 solder bond, forming first module end angle connecting portion 103, frame horizontal bar and the vertical muscle 102 of first module in described first module horizontal bar 101 are respectively provided with reinforcing bar jag at connecting portion 103 place, described first module end angle.Inside horizontal bar and described first module in described first module horizontal bar 101 indulge muscle 102 solder bond, forming first module rim connecting portion 104, in described first module horizontal bar 101, the length of internal horizontal bar is the distance between two described first module rim connecting portion 104 of correspondence.
Described second bar-mat reinforcement unit 2 includes second unit horizontal bar 201 and the vertical muscle 202 of second unit, and the quantity of described second unit horizontal bar 201 is 4-6 root, and described second unit horizontal bar 201 and the vertical muscle 202 of second unit constitute rectangular configuration.The vertical muscle 202 of described second unit is welded in the inner side of described second unit horizontal bar 201, frame horizontal bar and described second unit in described second unit horizontal bar 201 indulge muscle 202 solder bond, forming second unit end angle connecting portion 203, frame horizontal bar and the vertical muscle 202 of second unit in described second unit horizontal bar 201 are respectively provided with reinforcing bar jag at connecting portion 203 place, described second unit end angle.Inside horizontal bar and described second unit in described second unit horizontal bar 201 indulge muscle 202 solder bond, forming second unit rim connecting portion 204, in described second unit horizontal bar 201, the length of internal horizontal bar is the distance between two described second unit rim connecting portion 204 of correspondence
The main joint pin 30101 that bar-mat reinforcement end angle joint pin 301 in described bar-mat reinforcement connection unit 3 includes being welded on corresponding first module end angle connecting portion 103 and described second unit end angle connecting portion 203 is to be welded on the corresponding vertical muscle 102 of first module and the vertical muscle 202 of described second unit, connection reinforcing post 30102 between first module horizontal bar 101 and described second unit horizontal bar 201, it is welded with triangle tight loop 30103 between described main joint pin 30101 and two described connection reinforcing posts, described triangle tight loop 30103 and described first bar-mat reinforcement unit 1, second bar-mat reinforcement unit 2 is parallel, the quantity of described triangle tight loop 30103 is 2-4.Described bar-mat reinforcement connects and connects frame 302 in the middle part of the bar-mat reinforcement in unit 3 for rectangle connection frame, is respectively welded at the inside horizontal bar in described first module horizontal bar 101 and on the inside horizontal bar in described second unit horizontal bar 201, and is welded on the outside of described horizontal bar.The quantity connecting frame 302 in the middle part of described bar-mat reinforcement is 2-4 group, is uniformly arranged inside described rebar cylinder mould.
Above in conjunction with accompanying drawing, embodiment of the present utility model is explained in detail, but this utility model is not limited to above-mentioned embodiment, in the ken that described technical field those of ordinary skill possesses, it is also possible to make various amendment under the premise without departing from this utility model objective.These are all not creative amendments, as long as being affected by the protection of Patent Law in right of the present utility model.
Claims (10)
1. a C-shaped ring protects steam pressure sand aerated concrete Side fascia, including Side fascia plate body and rebar cylinder mould, it is characterized in that: described rebar cylinder mould includes the first bar-mat reinforcement unit (1), second bar-mat reinforcement unit (2) and be used for fixing and support the bar-mat reinforcement of described first bar-mat reinforcement unit (1) and the second bar-mat reinforcement unit (2) and connect unit (3), described first bar-mat reinforcement unit (1) is parallel with described second bar-mat reinforcement unit (2), described bar-mat reinforcement connects unit (3) and includes connecting in the middle part of bar-mat reinforcement end angle joint pin (301) and bar-mat reinforcement frame (302).
2. a kind of C-shaped ring according to claim 1 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: described first bar-mat reinforcement unit (1) includes first module horizontal bar (101) and the vertical muscle (102) of first module, the quantity of described first module horizontal bar (101) is 4-6 root, and described first module horizontal bar (101) and the vertical muscle (102) of first module constitute rectangular configuration.
3. a kind of C-shaped ring according to claim 2 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: described first module is indulged muscle (102) and is welded in the inner side of described first module horizontal bar (101), frame horizontal bar and described first module in described first module horizontal bar (101) indulge muscle (102) solder bond, forming first module end angle connecting portion (103), frame horizontal bar and the vertical muscle (102) of first module in described first module horizontal bar (101) are respectively provided with reinforcing bar jag at connecting portion (103) place, described first module end angle.
4. a kind of C-shaped ring according to claim 2 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: inside horizontal bar and described first module in described first module horizontal bar (101) indulge muscle (102) solder bond, forming first module rim connecting portion (104), in described first module horizontal bar (101), the length of internal horizontal bar is the distance between two described first module rim connecting portion (104) of correspondence.
5. a kind of C-shaped ring according to claim 3 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: described second bar-mat reinforcement unit (2) includes second unit horizontal bar (201) and the vertical muscle (202) of second unit, the quantity of described second unit horizontal bar (201) is 4-6 root, and described second unit horizontal bar (201) and the vertical muscle (202) of second unit constitute rectangular configuration.
6. a kind of C-shaped ring according to claim 5 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: described second unit is indulged muscle (202) and is welded in the inner side of described second unit horizontal bar (201), frame horizontal bar and described second unit in described second unit horizontal bar (201) indulge muscle (202) solder bond, forming second unit end angle connecting portion (203), frame horizontal bar and the vertical muscle (202) of second unit in described second unit horizontal bar (201) are respectively provided with reinforcing bar jag at connecting portion (203) place, described second unit end angle.
7. a kind of C-shaped ring according to claim 5 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: inside horizontal bar and described second unit in described second unit horizontal bar (201) indulge muscle (202) solder bond, forming second unit rim connecting portion (204), in described second unit horizontal bar (201), the length of internal horizontal bar is the distance between two described second unit rim connecting portion (204) of correspondence.
8. a kind of C-shaped ring according to claim 6 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: the main joint pin (30101) that bar-mat reinforcement end angle joint pin (301) in described bar-mat reinforcement connection unit (3) includes being welded on corresponding first module end angle connecting portion (103) and described second unit end angle connecting portion (203) is to be welded on the corresponding vertical muscle (102) of first module and the vertical muscle (202) of described second unit, connection reinforcing post (30102) between first module horizontal bar (101) and described second unit horizontal bar (201), it is welded with triangle tight loop (30103) between described main joint pin (30101) and two described connection reinforcing posts, described triangle tight loop (30103) and described first bar-mat reinforcement unit (1), second bar-mat reinforcement unit (2) is parallel, the quantity of described triangle tight loop (30103) is 2-4.
9. a kind of C-shaped ring according to claim 6 protects steam pressure sand aerated concrete Side fascia, it is characterized in that: described bar-mat reinforcement connects and connects frame (302) in the middle part of the bar-mat reinforcement in unit (3) for rectangle connection frame, it is respectively welded at the inside horizontal bar in described first module horizontal bar (101) and on the inside horizontal bar in described second unit horizontal bar (201), and is welded on the outside of described horizontal bar.
10. a kind of C-shaped ring according to claim 8 or claim 9 protects steam pressure sand aerated concrete Side fascia, it is characterised in that: the quantity connecting frame (302) in the middle part of described bar-mat reinforcement is 2-4 group, is uniformly arranged inside described rebar cylinder mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521122805.XU CN205348545U (en) | 2015-12-31 | 2015-12-31 | Environmental protection of C type is evaporated and is pressed aerated concrete side fascia |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521122805.XU CN205348545U (en) | 2015-12-31 | 2015-12-31 | Environmental protection of C type is evaporated and is pressed aerated concrete side fascia |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348545U true CN205348545U (en) | 2016-06-29 |
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ID=56172017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521122805.XU Active CN205348545U (en) | 2015-12-31 | 2015-12-31 | Environmental protection of C type is evaporated and is pressed aerated concrete side fascia |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348545U (en) |
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2015
- 2015-12-31 CN CN201521122805.XU patent/CN205348545U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Cao Mingmin Inventor before: Cao Minming |
|
| CB03 | Change of inventor or designer information |