CN204343536U - One can light load-bearing lumber and assembled wall board thereof and house - Google Patents
One can light load-bearing lumber and assembled wall board thereof and house Download PDFInfo
- Publication number
- CN204343536U CN204343536U CN201420806441.6U CN201420806441U CN204343536U CN 204343536 U CN204343536 U CN 204343536U CN 201420806441 U CN201420806441 U CN 201420806441U CN 204343536 U CN204343536 U CN 204343536U
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- core
- connector
- reinforcing bar
- exodermis
- light load
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Abstract
The utility model relates to one can light load-bearing lumber, comprises core, reinforcing bar, connector and exodermis; Described reinforcing bar is fixed on the two sides of core by connector; Described exodermis is wrapped in the outer encirclement of core, and covers reinforcing bar and connector.Compared to prior art, the utility model sheet material both sides arrange longitudinal reinforcement, because its place of concentrating for stress, so be also the position that higher-strength skin material needs to thicken, add intensity and bond stress that reinforcing bar can make full use of skin material herein, the two combines and not only adds intensity herein, more defines the column of similar reinforced concrete structure.The utility model also relates to assembled wall board and the house of this light weight board of application.
Description
Technical field
The utility model relates to a kind of light weight board, particularly a kind of can the light weight board of load-bearing; The utility model also relates to assembled wall board and the house of this light weight board of application.
Background technology
Light cellular partition board is a kind of novel energy-conserving walling material, the walling that it is a kind of external form as the cassette ceiling, but there is male and female falcon groove on its both sides, only sheet material need be erected during installation, and male and female falcon is coated after a small amount of filleting mortar assembled.It is made up of various industrial waste residues such as innoxious ardealite, lightweight slag, flyash, forms through the maintenance of frequency conversion steam pressurized.Light cellular partition board has the advantages such as quality is light, intensity is high, multiple environmental protection, thermal insulation, sound insulation, breathing damping, fire prevention, rapid construction, reduction body of wall cost.
But the weight capacity of existing Light trabs is poor, load-bearing wall panel can not be used as and uses, can only partition wall be used for.Therefore, need to provide a kind of Light trabs that may be used for load-bearing.
Utility model content
The utility model is to overcome the shortcoming of prior art with not enough, provide a kind of can the Light trabs of load-bearing.
The utility model is realized by following technical scheme: one can light load-bearing lumber, comprises core, reinforcing bar, connector and exodermis; Described reinforcing bar is fixed on the two sides of core by connector; Described exodermis is wrapped in the outer encirclement of core, and covers reinforcing bar and connector.
Compared to prior art, the utility model sheet material both sides arrange reinforcing bar, because its place of concentrating for stress, so be also the position that higher-strength skin material needs to thicken, add intensity and bond stress that reinforcing bar can make full use of skin material herein, the two combines and not only adds intensity herein, more defines the column of similar reinforced concrete structure.
As further improvement of the utility model, described core is provided with at least one uniform hole; Pour into slurry in described uniform hole, connect the exodermis on core two sides respectively.By pouring into slurry in uniform hole, effectively the exodermis on two sides, front and back can be connected, prevent coming off of exodermis.
As further improvement of the utility model, described connector is corner brace connector; This connector is one " U " type connector, and it comprises the bar connecting face core joint face parallel with two; This connector is fastened on the two sides of core; The bar connecting face of described connector is provided with at least one groove, and described reinforcing bar clamping in the groove.By this groove, the effect of fixing reinforcement location can be played, meanwhile, can increase arbitrarily according to actual conditions or reduce the quantity of groove, more flexibly.
As further improvement of the utility model, bar connecting face and this core materials lateral surface of described connector are provided with gap, the groove floor on this bar connecting face and the contacts side surfaces of core; Slurry is perfused with in described gap.By in connector and core reserving gaps, and by perfusion slurry, the effect of reinforce the connection part and core can be played.
As further improvement of the utility model, described core end face is provided with a stiffener.According to actual conditions, reinforcing bar can be increased at core end face, play the bearing capacity strengthening sheet material.
As further improvement of the utility model, described in be wrapped in the exodermis of core periphery a side be provided with groove, another side is provided with fin.By groove and fin, facilitate being connected between two sheet materials.
The utility model also provides a kind of assembled wall board, and it comprises at least two described above can light load-bearing lumber; Groove between described light weight board cooperatively interacts with fin and is connected, and forms an assembled wall board.
As further improvement of the utility model, in the gap between described adjacent two sheet materials, pour into slurry.
As further improvement of the utility model, also comprise one for connecting the corner upright of two vertical sheet materials; Described corner upright comprises square steel ring, the reinforcing bar be arranged on this steel ring, and to be poured in this steel ring and to wrap up the slurry of this steel ring and reinforcing bar, forms an exodermis; Two orthogonal sides of described exodermis are respectively equipped with a groove and fin.
Compared to prior art, for with wallboard that this sheet material does, with the gap between the higher binding sizing agent infill panel of intensity and plate after installation, adjacent two both sides of closing of hardening form a square column, close rib reinforcement concrete column can be regarded as from mechanical model, form frame system with collar tie beam acting in conjunction, the power on top is delivered in square column by collar tie beam passes to basis again, stressed distinct.
In stressed, for light weight board, lightweight is its topmost feature, and the unique approach of its load-bearing be made to make full use of its outer shape feature exactly.The tongue and groove position of sheet material is the position that higher-strength skin material is maximum, and reinforcing bar only has the slurry acting in conjunction competence exertion strength advantage with high strength material, if reinforcing bar be located at other comparatively low-intensity material (such as foam cement core) be do not have the effect improving intensity, because bond stress is inadequate.
When just defining the post that there is reinforcing bar the left and right sides after tongue and groove male-female engagement also grouting bonding, the bearing capacity of sheet material just can be regulated by the diameter and quantity changing reinforcing bar, the double-edged exodermis of core is by glass fiber mesh or gauze wire cloth and skin material acting in conjunction, form similar H type structure, booster action is played to post, improves the inside and outside stability of its plane and bearing capacity.
The utility model also provides a kind of house, it comprise at least two above-mentioned can light load-bearing lumber; Described two sheet materials are connected up and down by collar tie beam.
As further improvement of the utility model, described collar tie beam passes through angle steel or H profile steel or channel-section steel welding and is formed.
Compared to prior art, use the house that this sheet material is made, installation connects upper convenient.Because reinforcing bar is fixed with U-steel corner brace, sheet material two ends can utilize this pre-buried steel angle hitch to be connected with other structural members.Whenever necessary corner brace can arrange bolt hole, during installation, get through that to wear bolt easy to use, also can directly fix with brill tailfiber.
When having link plate or installation roof tile to need keel, can arrange the pre-buried corner brace of multiple tracks as required and use as connector on reinforcing bar, the installation of certain air-conditioning, geyser basin etc. also can be solved by this method.
The installation of door-plate and window upper and lower plates arranges corner brace in bight or relevant position too, is connected to form door and window hole with reinforcing steel angle hitch, steel framework.
When being used as roof panel or floor, the reinforcing bar that both sides are pre-buried and the square pillar that skin material is formed can regard concealed purlin or secondary beam as, and pre-buried corner brace is interconnected and whole roofing or flooring can be formed an entirety, and the basis that is connected with other components-such as plate is fixed on beam can be done.
In order to understand better and implement, describe the utility model in detail below in conjunction with accompanying drawing.
Accompanying drawing explanation
Fig. 1 is the whole structure figure of light weight board of the present utility model.
Fig. 2 is the top view of light weight board of the present utility model.
Fig. 3 is the sectional drawing of light weight board of the present utility model.
Fig. 4 is the structural representation of corner brace connector of the present utility model.
Fig. 5 is the core of light weight board of the present utility model and the elevation of bar connecting.
Fig. 6 is the core of light weight board of the present utility model and the lateral view of bar connecting.
Fig. 7 is the core of light weight board of the present utility model and the top view of bar connecting.
Fig. 8 is the core of light weight board of the present utility model and the stereogram of bar connecting.
Fig. 9 is the elevation of assembled wall board of the present utility model.
Figure 10 is the stereogram of assembled wall board of the present utility model.
Figure 11 is the structural representation of corner upright of the present utility model.
Figure 12 is the lateral view that the upper and lower sheet material in house of the present utility model connects.
Figure 13 is the stereogram that the upper and lower sheet material in house of the present utility model connects.
Figure 14 is the connection diagram of roofing frame of the present utility model and sheet material.
Detailed description of the invention
Please refer to Fig. 1-3, it is respectively the whole structure figure of light weight board of the present utility model, top view and sectional drawing.Of the present utility model can light load-bearing lumber, it comprises core 1, reinforcing bar 2, connector 3 and exodermis 4.Described reinforcing bar 2 is fixed on the two sides of core 1 by connector 3; Described exodermis 4 is wrapped in the outer encirclement of core 1, and covers reinforcing bar 2 and connector 3.
Wherein, the conveniently connection of two sheet materials and fixing, described in be wrapped in the exodermis of core 1 periphery a side be provided with groove 42, another side is provided with fin 41.By the groove 42 of two panels core 1 and the cooperation of fin 41, facilitate the connection of core 1.
In order to fix the exodermis 4 on two sides before and after this core 1, described core 1 is provided with at least one uniform hole 11; In described uniform hole 11, perfusion slurry, connects the exodermis 4 on core 1 two sides respectively.By pouring into slurry in uniform hole 11, effectively the exodermis 4 on two sides, front and back can be connected, prevent coming off of exodermis 4.
As preferably, connector 3 described in the present embodiment is corner brace connector 3.Refer to Fig. 3, it is the structural representation of corner brace connector of the present utility model.This connector 3 is one " U " type connector, and it comprises a bar connecting face 31 core joint face 32 parallel with two; This connector 3 is fastened on the two sides of core 1; The bar connecting face 31 of described connector is provided with at least one groove 311.
Please refer to Fig. 4-7, it is respectively the elevation of the core of light weight board of the present utility model and bar connecting, lateral view, top view and stereogram.
Described reinforcing bar 2 is connected in this groove 311.Bar connecting face 31 and this core 1 side of described connector are provided with gap 33, groove 311 bottom surface on this bar connecting face 31 and the contacts side surfaces of core 1; Slurry is perfused with in described gap 33.
In order to increase the bearing capacity of sheet material further, be provided with a stiffener 2 at described core 1 end face.
Be directed to above-mentioned core 1, the utility model also provide a kind of for above-mentioned can the preparation method of light load-bearing lumber, comprise the following steps:
Step one: core 1 is required excision forming according to appearance and size;
Step 2: according to finished product sheet material shape fabricating mould, these mould both sides are provided with concave-convex mold;
Step 3: corner brace is fixedly connected with reinforcing bar 2, corner brace is provided with the groove of spacer bars 2, final formation reinforcing bar corner brace component; And by this reinforcing bar corner brace Components installation in the two sides of core 1;
Step 4: the slurry being first coated with one deck skin material bottom template, then add one deck and above glass fiber mesh or gauze wire cloth, at the online slurry being coated with the skin material of the second layer;
Step 5: the core 1 of well cutting is installed reinforcing bar corner brace component and puts template into,
Step 6: the slurry being coated with the skin material of first suitable thickness thereon, and be full of template surrounding gap; Add one deck and above glass fiber mesh or gauze wire cloth again, the slurry being coated with the skin material of second suitable thickness online troweling.
The utility model also provides a kind of assembled wall board, and it comprises at least two described above can light load-bearing lumber; Groove 42 between described light weight board cooperatively interacts with fin 41 and is connected, and forms an assembled wall board.After mounting, one is formed between adjacent two sheet materials with the supporting member of the similar steel concrete of reinforcing bar.
In order to the connection of reinforcing further between two sheet materials and the gap of eliminating between sheet material, in the gap between described adjacent two sheet materials, pour into slurry.
In order to use the connection of two sheet materials, the present embodiment also provides one for connecting the corner upright 5 of two vertical sheet materials.Described corner upright comprises square steel ring, the reinforcing bar be arranged on this steel ring, and to be poured in this steel ring and to wrap up the slurry of this steel ring and reinforcing bar, forms an exodermis; Two orthogonal sides of described exodermis are respectively equipped with a groove 52 and fin 51.
The utility model also provides a kind of house, it comprise at least two above-mentioned can light load-bearing lumber; Described two sheet materials are connected by collar tie beam about 6.As preferably, described collar tie beam 6 is formed by angle steel or H profile steel or channel-section steel welding.
Be web 7 between two collar tie beams 6.Porose position offered by described web 7, for installing fulgurite and water pipe.Further, floor joist 8 is also provided with; This floor joist 8 is connected with collar tie beam 6 by C type or rectangular steel tube.
Further, can also punch on web 7, and pierce establish a balcony beam 9 at this, be convenient to the installation of balcony.
Meanwhile, as required, roofing frame 10 can be set up at the top of sheet material.Refer to Figure 14, it is the connection diagram of roofing frame and sheet material.Described roofing frame 10 is fixed on collar tie beam 6, forms roofing system.
In addition, for the sheet material having water potential, a diameter 25mm can be arranged at strip width about 1/3rd place to manage, for settling water power pipe, why be positioned plate wide by 1/3rd, because the needs of water power pipe installation site can be met by the direction of turning plate, if the leeway just do not adjusted in centre.Used time only need open crust as required on pipe position, without the need to digging spool.Its preparation method is slightly changed in the board making process as described in 7: central layer is cut into two pieces, places diameter 25mm pipe therebetween and make it to be positioned in the middle of core thickness with retort stand, filling in the lump during grouting.
Compared to prior art, the utility model only arranges reinforcing bar in sheet material both sides and tongue and groove position, because splice point is also the place that stress is concentrated, so be also the position that higher-strength skin material needs to thicken, add intensity and bond stress that reinforcing bar can make full use of skin material herein, the two combines and not only adds intensity herein, more defines the column of similar reinforced concrete structure.
For with wallboard that this sheet material does, with the gap between the higher binding sizing agent infill panel of intensity and plate after installation, adjacent two both sides of closing of hardening form a square column, close rib reinforcement concrete column can be regarded as from mechanical model, frame system is formed with collar tie beam acting in conjunction, the power on top is delivered in square column by collar tie beam passes to basis again, stressed distinct.
Stressed aspect: for light weight board, lightweight is its topmost feature, and the unique approach of its load-bearing be made to make full use of its outer shape feature exactly.The tongue and groove position of sheet material is the position that higher-strength skin material is maximum, and reinforcing bar only has the slurry acting in conjunction competence exertion strength advantage with high strength material, if reinforcing bar be located at other comparatively low-intensity material (such as foam cement core 1) be do not have the effect improving intensity, because bond stress is inadequate.
When just defining the post that there is reinforcing bar the left and right sides after tongue and groove male-female engagement also grouting bonding, the bearing capacity of sheet material just can be regulated by the diameter and quantity changing reinforcing bar, the double-edged exodermis of core 1 is by glass fiber mesh or gauze wire cloth and skin material acting in conjunction, form similar H type structure, booster action is played to post, improves the inside and outside stability of its plane and bearing capacity.
Installation aspect: because reinforcing bar is fixed with U-steel corner brace, sheet material two ends can utilize this pre-buried steel angle hitch to be connected with other structural members.Whenever necessary corner brace can arrange bolt hole, during installation, get through that to wear bolt easy to use, also can directly fix with brill tailfiber.
When having link plate or installation roof tile to need keel, can arrange the pre-buried corner brace of multiple tracks as required and use as connector on reinforcing bar, the installation of certain air-conditioning, geyser basin etc. also can be solved by this method.
The installation of door-plate and window upper and lower plates arranges corner brace in bight or relevant position too, is connected to form door and window hole with reinforcing steel angle hitch, steel framework.
When being used as roof panel or floor, the reinforcing bar that both sides are pre-buried and the square pillar that skin material is formed can regard concealed purlin or secondary beam as, and pre-buried corner brace is interconnected and whole roofing or flooring can be formed an entirety, and the basis that is connected with other components-such as plate is fixed on beam can be done.
The utility model is not limited to above-mentioned embodiment, if do not depart from spirit and scope of the present utility model to various change of the present utility model or distortion, if these are changed and distortion belongs within claim of the present utility model and equivalent technologies scope, then the utility model is also intended to comprise these changes and distortion.
Claims (10)
1. can a light load-bearing lumber, it is characterized in that: comprise core, reinforcing bar, connector and exodermis; Described reinforcing bar is fixed on the two sides of core by connector; Described exodermis is wrapped in the outer encirclement of core, and covers reinforcing bar and connector.
2. according to claim 1 can light load-bearing lumber, it is characterized in that: described core is provided with at least one uniform hole; Pour into slurry in described uniform hole, connect the exodermis on core two sides respectively.
3. according to claim 1 can light load-bearing lumber, it is characterized in that: described connector is corner brace connector; This connector is one " U " type connector, and it comprises the bar connecting face core joint face parallel with two; This connector is fastened on the two sides of core; The bar connecting face of described connector is provided with at least one groove, and described reinforcing bar clamping in the groove.
4. according to claim 3 can light load-bearing lumber, it is characterized in that: bar connecting face and this core materials lateral surface of described connector are provided with gap, the groove floor on this bar connecting face and the contacts side surfaces of core; Slurry is perfused with in described gap.
5. according to claim 4 can light load-bearing lumber, it is characterized in that: described core end face is provided with a stiffener.
6. according to claim 1 can light load-bearing lumber, it is characterized in that: described in be wrapped in the exodermis of core periphery a side be provided with groove, another side is provided with fin.
7. an assembled wall board, is characterized in that: comprise at least two as described in claim 1-6 any one can light load-bearing lumber; Groove between described light weight board cooperatively interacts with fin and is connected, and forms an assembled wall board.
8. assembled wall board according to claim 7, is characterized in that: pour into slurry in the gap between described adjacent two sheet materials.
9. assembled wall board according to claim 8, is characterized in that: also comprise one for connecting the corner upright of two vertical sheet materials; Described corner upright comprises square steel ring, the reinforcing bar be arranged on this steel ring, and to be poured in this steel ring and to wrap up the slurry of this steel ring and reinforcing bar, forms an exodermis; Two orthogonal sides of described exodermis are respectively equipped with a groove and fin.
10. a house, is characterized in that: comprising at least two can light load-bearing lumber as described in claim 1-6 any one; Described two sheet materials are connected up and down by collar tie beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420806441.6U CN204343536U (en) | 2014-12-17 | 2014-12-17 | One can light load-bearing lumber and assembled wall board thereof and house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420806441.6U CN204343536U (en) | 2014-12-17 | 2014-12-17 | One can light load-bearing lumber and assembled wall board thereof and house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204343536U true CN204343536U (en) | 2015-05-20 |
Family
ID=53226814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420806441.6U Withdrawn - After Issue CN204343536U (en) | 2014-12-17 | 2014-12-17 | One can light load-bearing lumber and assembled wall board thereof and house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204343536U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533012A (en) * | 2014-12-17 | 2015-04-22 | 黄军海 | Bearable light plate as well as manufacturing method, combined wallboard and house thereof |
| CN107217782A (en) * | 2017-07-27 | 2017-09-29 | 万国富 | Aluminium bag foamed concrete plate |
-
2014
- 2014-12-17 CN CN201420806441.6U patent/CN204343536U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533012A (en) * | 2014-12-17 | 2015-04-22 | 黄军海 | Bearable light plate as well as manufacturing method, combined wallboard and house thereof |
| CN107217782A (en) * | 2017-07-27 | 2017-09-29 | 万国富 | Aluminium bag foamed concrete plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150520 Effective date of abandoning: 20160907 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |