CN207063229U - Divide load-bearing point family ardealite combined wall in one kind - Google Patents
Divide load-bearing point family ardealite combined wall in one kind Download PDFInfo
- Publication number
- CN207063229U CN207063229U CN201720418415.XU CN201720418415U CN207063229U CN 207063229 U CN207063229 U CN 207063229U CN 201720418415 U CN201720418415 U CN 201720418415U CN 207063229 U CN207063229 U CN 207063229U
- Authority
- CN
- China
- Prior art keywords
- ardealite
- reinforced concrete
- concrete frame
- bearing point
- combined wall
- 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
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 40
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 8
- 239000011574 phosphorus Substances 0.000 claims description 8
- 229910052698 phosphorus Inorganic materials 0.000 claims description 8
- 239000010440 gypsum Substances 0.000 claims description 5
- 229910052602 gypsum Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 241000397426 Centroberyx lineatus Species 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 3
- 239000006071 cream Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 230000002708 enhancing effect Effects 0.000 abstract description 3
- 239000002131 composite material Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 7
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 2
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000010792 warming Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002686 phosphate fertilizer Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses divide load-bearing point family ardealite combined wall in one kind, including reinforced concrete frame (1) and some ardealite modules (2) being arranged in the reinforced concrete frame (1), set fluted (3) on the ardealite module (2), the reinforced concrete frame (1) is I font structures.Wall provided by the utility model was both utilized to ardealite, in turn ensure that wall weight capacity, was both adapted to skyscraper, was adapted to low-rise building again；Groove is additionally provided with ardealite module simultaneously, groove can be such that ardealite module is more firmly installed in reinforced concrete frame, further enhancing the weight capacity of wall.
Description
Technical field
Technical solutions of the utility model are related to a kind of wall, more particularly, to dividing load-bearing point family ardealite composite wall in one kind
Body.
Background technology
Progress and economic continuous development with society, China's town site is fewer and fewer, and building is increasingly
Height, the requirement to building structure also improve therewith.
Nowadays, in the building structure of armored concrete cast in situs, close rib composite plate has been seen everywhere.Close rib composite plate
Structure is by close rib wallboard assembly connection or by the cast-in-place overall structural system formed of connecting elements assembling.Close rib is compound
Harden structure due to from heavy and light, anti-seismic performance is good, insulation, good energy-saving effect the features such as, and be widely used in modernization and build
Building structure field.
In building structure, close rib composite plate is typically used cooperatively with warming plate.At present, close rib composite plate is general in engineering
Using prefabrication, warming plate is typically constructed at the scene, then itself and close rib composite plate are fixed.However, site operation relates to
Work high above the ground, also just need to expend a large amount of man power and materials, the duration will also extend.
China is a large agricultural country, is also a fertilizer demand big country, and the high speed development of Phosphate Fertilizer Industry is also brought
Problem of environmental pollution.Substantial amounts of ardealite is produced during Wet-process Phosphoric Acid Production, ardealite is the accessory substance of phosphoric acid by wet process, is
A kind of industrial residue using calcium sulfate as main component, 1 ton of P205 by-product, 4.5 tons of ardealites are generally often produced, for a long time phosphorus
Gypsum is stacked using slag field.The rich fertile place of the phosphorus such as domestic phosphatic fertilizer company, particularly Yunnan, Guizhou, Hubei, Sichuan, all the year round
Stored up substantial amounts of ardealite, not only occupied substantial amounts of soil, and because ardealite is through rainwater long period of soaking, it is therein can
The harmful substance such as dissolubility P2O5 and fluoride can be by water body to environment transmission, to soil, the serious pollution of water system, air, shadow
Periphery and Lower Reaches are rung.
In order to solve problem above, ardealite and building are combined in the prior art, discarded ardealite is made
Wallboard is used among building construction, discarded ardealite is fully utilized, but used by above ardealite wall
Material only has ardealite and steel wire to form, therefore its weight capacity is poor.
Utility model content
In order to solve the problems of in the prior art, the purpose of the application in provide it is a kind of in dividing load-bearing point family phosphorus
Gypsum composite wall body, the wall weight capacity are strong.
In order to realize the purpose of this utility model, used technical scheme is：
Divide load-bearing point family ardealite combined wall in one kind, including reinforced concrete frame and be arranged in the reinforced concrete
Some ardealite modules in native framework, set in the ardealite module fluted, and the reinforced concrete frame is I fonts
Structure.
The combined wall combines reinforced concrete frame and ardealite module, and both ardealite was utilized, and protects again
Wall weight capacity has been demonstrate,proved, has both been adapted to skyscraper, has been adapted to low-rise building again；It is additionally provided with simultaneously in ardealite module recessed
Groove, groove can be such that ardealite module is more firmly installed in reinforced concrete frame, further enhancing holding for wall
Beijing South Maxpower Technology Co. Ltd's power.
Further, gap is left between adjacent two ardealites module, its lateral clearance is the reinforced concrete frame
Girt strip, axial clearance be the reinforced concrete frame rib post.Gap is left between two pieces of adjacent ardealite modules, is made
For the rib post and girt strip of reinforced concrete frame, make to be respectively formed close rib structure at left and right sides of whole I fonts framework, further increase
The strong weight capacity of wall.
Specifically, the ardealite module is hollow or solid.
Specifically, the section of the groove is trapezoidal, circular arc, half elliptic or swallow-tail form.
Specifically, the reinforced concrete frame and some ardealite modules being arranged in the reinforced concrete frame
It is integrally formed.It further enhancing the weight capacity of wall.
Compared with prior art, the beneficial effects of the utility model are：Both ardealite was utilized, and in turn ensure that wall
Body weight capacity；With windproof well and waterproof effect.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the combined wall described in the utility model；
Fig. 2 is another structural representation of the combined wall described in the utility model；
Fig. 3 is ardealite module the first structural representation described in the utility model；
Fig. 4 is second of structural representation of ardealite module described in the utility model；
Fig. 5 is the structural representation of the first cross sectional shape of the groove described in the utility model；
Fig. 6 is the structural representation of second of cross sectional shape of the groove described in the utility model；
Fig. 7 is the structural representation of the third cross sectional shape of the groove described in the utility model
Wherein, in figure：1- reinforced concrete frames, 2- ardealite modules, 3- grooves, 11- girt strips, 12- rib posts.
Embodiment
Combine embodiment herein and accompanying drawing is further described to the technical scheme of the application.
【Embodiment one】
With reference to shown in Fig. 1 and Fig. 3 and Fig. 4, load-bearing point family ardealite combined wall is divided in one kind that present embodiment is carried,
Some ardealite modules 2 for including reinforced concrete frame and regular array or not being arranged in reinforced concrete frame 1,
The ardealite module 2 is closely arranged in reinforced concrete frame 1, i.e., does not leave space between adjacent two pieces of ardealite modules,
And space can be left between reinforced concrete frame 1, it can not also stay.In certain one side of ardealite module 2 or certain
It is trapezoidal groove 3 on a little faces or to be provided with cross sectional shape on whole faces, as shown in Figure 5；Using hexahedron ardealite module as
Example, can set groove in its six faces one side therein (bottom surface, top surface, the left side, the right side, front or behind), can also
Groove is set on its bottom surface, top surface and the left side, groove can also be respectively provided with its six face.Phosphorus can be made by the groove 3
Buckle structure is formed between gypsum module 2 and reinforced concrete frame 1, ardealite module 2 is more firmly installed on reinforcing bar
In concrete frame 1, reinforced concrete frame 1 is I font structures.I font structures are used for party wall, and wherein main body frame is
Reinforced concrete structure, its both sides are then the structures that armored concrete is combined with ardealite module.
【Embodiment two】
With reference to shown in Fig. 2 and Fig. 3 and Fig. 4, load-bearing point family ardealite combined wall is divided in one kind that present embodiment is carried,
Some ardealite modules for including reinforced concrete frame 1 and regular array or not being arranged in reinforced concrete frame 1
2, gap is left between adjacent two ardealites module 2, when prefabricated, the size of reinforced concrete frame 1 is first determined, then by phosphorus
Gypsum module is arranged in wherein, and leaves gap between adjacent ardealite module, in addition, the horizontal stroke left between ardealite module
Reinforcing bar is placed in axial clearance, finally casting concrete again, the lateral clearance for making to be formed between adjacent ardealite module is as steel
The girt strip 11 of reinforced concrete framework 1, and axial clearance is then the rib post 12 of the reinforced concrete frame 1, makes armored concrete
Framework 1 is close rib structure, improves the weight capacity of whole wall；And space can be left between ardealite module 2 and framework,
It can not also stay.
In addition, cross sectional shape is set in certain one side of ardealite module 2 for circle either on some faces or on whole faces
The groove 3 of arc or half elliptic, as shown in Figure 6 and Figure 7；Reinforced concrete frame 1 is I font structures, I font structures
Used for party wall, wherein main body frame is reinforced concrete structure, and its both sides is then armored concrete and ardealite module phase
With reference to structure.
【Embodiment three】
Combined wall in this embodiment includes all of combined wall in embodiment one and/or embodiment two
Part, difference are that the ardealite module 2 employed in the embodiment is solid ardealite module.
【Embodiment four】
Combined wall in this embodiment includes all of combined wall in embodiment one and/or embodiment two
Part, difference are that the ardealite module 2 employed in the embodiment is hollow ardealite module.
In addition, the described groove 3 in embodiment one, embodiment two, embodiment three and/or embodiment four
Cross sectional shape is except for shape described in embodiment one and embodiment two, can also be swallow-tail form.And embodiment
First, reinforced concrete frame 1 described in embodiment two, embodiment three and/or embodiment four and ardealite module 2
It can be that any mode is combined together, but it is preferably being integrally formed, the size of framework is first determined when wall is made,
Ardealite module 2 is regularly or irregularly placed in framework again, if leaving space in framework, steel is placed in gap
Muscle, finally casting concrete again, makes to be integrally formed between framework and ardealite module, further improves the weight capacity of wall.
In addition, the ardealite module 2 described in the utility model can be hexahedron structure or dodecahedron knot
Structure, it can also be other structures being easily installed.Described ardealite module 2 can be laid bricks with ardealite or phosphorus stone
Cream batten.
The wall is mainly used as party wall use.
Realization of the present utility model is not subject to the restrictions described above, if employ methodology of the present utility model and
Technical scheme carry out various improvement, or it is not improved by it is of the present utility model design and technical scheme directly apply to other fields
Close, in the scope of protection of the utility model.
Claims (9)
1. divide load-bearing point family ardealite combined wall in one kind, it is characterised in that：Including reinforced concrete frame (1) and it is arranged in
Some ardealite modules (2) in the reinforced concrete frame (1), fluted (3) are set on the ardealite module (2),
The reinforced concrete frame (1) is I font structures.
2. divide load-bearing point family ardealite combined wall in one kind according to claim 1, it is characterised in that：Adjacent two phosphorus stone
Cream module leaves gap between (2), and its lateral clearance is the girt strip (11) of the reinforced concrete frame (1), and axial clearance is
The rib post (12) of the reinforced concrete frame (1).
3. divide load-bearing point family ardealite combined wall in one kind according to claim 1 or 2, it is characterised in that：The phosphorus
Gypsum module (2) is hollow or solid.
4. divide load-bearing point family ardealite combined wall in one kind according to claim 1 or 2, it is characterised in that：It is described recessed
The section of groove (3) is trapezoidal, circular arc, half elliptic or swallow-tail form.
5. divide load-bearing point family ardealite combined wall in one kind according to claim 3, it is characterised in that：The groove
(3) section is trapezoidal, circular arc, half elliptic or swallow-tail form.
6. divide load-bearing point family ardealite combined wall in one kind according to claim 1 or 2, it is characterised in that：The steel
Reinforced concrete framework (1) and some ardealite modules (2) being arranged in the reinforced concrete frame (1) are integrally formed.
7. divide load-bearing point family ardealite combined wall in one kind according to claim 3, it is characterised in that：The reinforcing bar mixes
Some ardealite modules (2) coagulated native framework (1) and be arranged in the reinforced concrete frame (1) are integrally formed.
8. divide load-bearing point family ardealite combined wall in one kind according to claim 4, it is characterised in that：The reinforcing bar mixes
Some ardealite modules (2) coagulated native framework (1) and be arranged in the reinforced concrete frame (1) are integrally formed.
9. divide load-bearing point family ardealite combined wall in one kind according to claim 5, it is characterised in that：The reinforcing bar mixes
Some ardealite modules (2) coagulated native framework (1) and be arranged in the reinforced concrete frame (1) are integrally formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720418415.XU CN207063229U (en) | 2017-04-20 | 2017-04-20 | Divide load-bearing point family ardealite combined wall in one kind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720418415.XU CN207063229U (en) | 2017-04-20 | 2017-04-20 | Divide load-bearing point family ardealite combined wall in one kind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063229U true CN207063229U (en) | 2018-03-02 |
Family
ID=61501409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720418415.XU Expired - Fee Related CN207063229U (en) | 2017-04-20 | 2017-04-20 | Divide load-bearing point family ardealite combined wall in one kind |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207063229U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106978864A (en) * | 2017-04-20 | 2017-07-25 | 贵州蓝图新材料股份有限公司 | Point load-bearing point family ardealite combined wall in one kind |
-
2017
- 2017-04-20 CN CN201720418415.XU patent/CN207063229U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106978864A (en) * | 2017-04-20 | 2017-07-25 | 贵州蓝图新材料股份有限公司 | Point load-bearing point family ardealite combined wall in one kind |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A kind of phosphogypsum composite wall with load bearing and household separation Effective date of registration: 20200910 Granted publication date: 20180302 Pledgee: Wu Linwang Pledgor: GUIZHOU LANTU NEW MATERIAL Co.,Ltd. Registration number: Y2020520000011 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20201228 Granted publication date: 20180302 Pledgee: Wu Linwang Pledgor: GUIZHOU LANTU NEW MATERIAL Co.,Ltd. Registration number: Y2020520000011 |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 |