CN207211433U - A kind of prefabricated ardealite combined wall - Google Patents

A kind of prefabricated ardealite combined wall Download PDF

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Publication number
CN207211433U
CN207211433U CN201720418692.0U CN201720418692U CN207211433U CN 207211433 U CN207211433 U CN 207211433U CN 201720418692 U CN201720418692 U CN 201720418692U CN 207211433 U CN207211433 U CN 207211433U
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CN
China
Prior art keywords
ardealite
reinforced concrete
wall
prefabricated
combined wall
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Expired - Fee Related
Application number
CN201720418692.0U
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Chinese (zh)
Inventor
陈小平
周泳波
雷勇
贺勇
王涵
徐忠垚
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Guizhou Blueprint New Material Ltd Co
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Guizhou Blueprint New Material Ltd Co
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Priority to CN201720418692.0U priority Critical patent/CN207211433U/en
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Expired - Fee Related legal-status Critical Current
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Abstract

The utility model discloses a kind of prefabricated ardealite combined wall, including reinforced concrete frame (1) and some ardealite modules (2) for being arranged in the reinforced concrete frame (1).Ardealite module is arranged in reinforced concrete frame by technical scheme provided by the utility model, by reinforced concrete framework as main load-supporting part, solve existing phosphogypsum wall board to weigh not enough, the problem of middle-high building thing can not be applied to, further, since ardealite module is arranged in reinforced concrete framework, make ardealite module not exposed, the wind and water preventing performance of wall is not only increased, also there is preferably insulation and soundproof effect.

Description

A kind of prefabricated ardealite combined wall
Technical field
A kind of wall is the utility model is related to, the prefabricated phosphorus combined more particularly to a kind of reinforced concrete with ardealite Gypsum composite wall 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 asked existing for above phosphogypsum wall board Topic is exactly ability of weighing, and is not suitable for middle-high building thing;In addition, ardealite is exposed to surface by above phosphogypsum wall board, Wind and water preventing effect is poor.
Utility model content
In order to solve the problems of existing phosphogypsum wall board, the purpose of this utility model is to provide a kind of prefabricated phosphorus Gypsum composite wall body, wall ability of weighing is strong, has good wind and water preventing effect, is applicable not only to do interior wall, but also Suitable for doing exterior wall.
In order to realize the purpose of the application, a kind of prefabricated ardealite combined wall is there is provided herein, it includes reinforced concrete Native framework and some ardealite modules being arranged in the reinforced concrete frame.
Ardealite module is arranged in reinforced concrete frame by technical scheme provided herein, by reinforced concrete Framework solves existing phosphogypsum wall board and weighed not enough, can not be applied to middle-high building thing as main load-supporting part Problem;Further, since ardealite module is arranged in reinforced concrete framework, makes ardealite module not exposed, not only increase The wind and water preventing performance of wall, also there is preferably insulation and soundproof effect.
Further, set in the ardealite module fluted.Groove can be such that ardealite module more firmly pacifies Loaded on the weight capacity that in reinforced concrete frame, further enhancing wall.
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, whole framework is formed close rib structure, further enhancing the load-bearing energy of wall Power.
Further, in addition to the lifting groove that is arranged on the reinforced concrete frame, lift by crane in groove and suspension ring are installed. Easily wall lifting to fixed position can be installed or placed by the suspension ring lifted by crane in groove.
Further, the company of being provided with the reinforced concrete frame left side, right side, upper surface and/or lower surface Connect end.Width can be spliced at the too long of wall two or more pieces of too wide or length by connection end, practicality is stronger.
Specifically, the reinforced concrete frame is I font structures or T font structures.
Specifically, the ardealite module is hollow or solid.
Specifically, the section of the groove is trapezoidal, circular arc, half elliptic or swallow-tail form.
Compared with prior art, the beneficial effects of the utility model are:Solve existing phosphogypsum wall board to weigh not enough, nothing Method is applied to the problem of middle-high building thing;Enhance outside the wind and water preventing performance of wall, there is preferably insulation and sound insulation effect Fruit.
Brief description of the drawings
Fig. 1 is the structural representation of the ardealite combined wall provided in the utility model the first embodiment;
Fig. 2 is the structural representation of the ardealite combined wall provided in the utility model the third embodiment;
Fig. 3 is the structural representation of the ardealite combined wall provided in the 4th kind of embodiment of the utility model;
Fig. 4 is the structural representation of the ardealite combined wall provided in the 5th kind of embodiment of the utility model;
Fig. 5 is the structural representation of the horizontally-spliced wall of the utility model;
Fig. 6 is the structural representation of the longitudinal spliced wall of the utility model;
Fig. 7 is ardealite module the first structural representation described in the utility model;
Fig. 8 is second of structural representation of ardealite module described in the utility model;
Fig. 9 is one of schematic cross-section of groove described in the utility model;
Figure 10 is the two of the schematic cross-section of the groove described in the utility model;
Figure 11 is the three of the schematic cross-section of the groove described in the utility model;
Figure 12 is a kind of arrangement side that the ardealite module described in the utility model is arranged in reinforced concrete frame Formula;
Figure 13 is the I font reinforced concrete frame structure schematic diagrames described in the utility model;
Figure 14 is the T font reinforced concrete frame structure schematic diagrames described in the utility model;
In figure:1- reinforced concrete frames, 2- ardealite modules, 3- grooves, 4- lifting grooves, 5- suspension ring, 6- connection ends, 11- girt strips, 12- rib posts.
Embodiment
In order to preferably introduce technical scheme provided by the utility model, herein with reference to drawings and embodiments pair The technical scheme of the application is further described.
【Embodiment one】
As shown in figure 1, a kind of prefabricated ardealite combined wall, include and mainly by concrete and be arranged inside concrete The reinforced concrete frame 1 that forms of reinforcing bar and some ardealite modules 2, the rule of the ardealite module 2 or be irregularly arranged in In reinforced concrete frame 1, ardealite module 1 is protected by reinforced concrete frame 1, it is not invaded by rainwater Damage, makes whole wall have preferably water proofing property, while also improve the heat insulating ability and sound-proofing of wall.
【Embodiment two】
With reference to shown in Fig. 1, Fig. 7 and Fig. 8, prefabricated ardealite combined wall that present embodiment is provided, include main By concrete and it is arranged at reinforced concrete frame 1 and some ardealite modules 2 that the reinforcing bar of inside concrete is formed, the phosphorus stone The rule of cream module 2 is irregularly arranged in reinforced concrete frame 1, in addition, in certain one side of ardealite module 2 or certain Groove 3 is set on a little faces or on whole faces, can be at its six face one side (bottom therein by taking hexahedron ardealite module as an example Face, top surface, the left side, the right side, front or behind) on set groove 3, can also be set on its bottom surface, top surface and the left side recessed Groove 3, groove 3 can also be respectively provided with its six face.Ardealite module 2 and reinforced concrete frame 1 can be made by the groove 3 Between form buckle structure, ardealite module 2 is more firmly installed in reinforced concrete frame 1.
【Embodiment three】
As shown in Fig. 2 the prefabricated ardealite combined wall in present embodiment includes combined wall in embodiment one All features or include all features of combined wall in embodiment two, meanwhile, the composite wall in this embodiment Arrangement of some ardealite modules 2 in reinforced concrete frame 1 in body is not to be close to, but adjacent two blocks of ardealites Gap is left between module 2, wherein lateral clearance is the girt strip 11 of the reinforced concrete frame 1, and axial clearance is the steel The rib post 12 of reinforced concrete framework 1;Reinforcing bar is provided with the girt strip 11 and rib post 12, is integrally formed with reinforced concrete frame 1 Pour and form.
【Embodiment four】
As shown in figure 3, the prefabricated ardealite combined wall in present embodiment includes combined wall in embodiment three All features, and lifting groove 4 is set on reinforced concrete frame 1, and lifts by crane and suspension ring 5 is then installed in groove 4.Wherein, rise Any one side outer rim of reinforced concrete frame 1 can be arranged at by hanging groove 4, as above outer rim, lower outer rim, left outside edge or right outer Edge, it can also be in the outer rim of left and right while set, or set simultaneously in upper and lower outer rim;And the quantity for lifting by crane groove 4 can be with Determined according to the size of wall, one can be set for wall size is less, and for larger-size wall Two can be then set, more than two lifting grooves 4 can be then set for the very big wall of size.
【Embodiment five】
Combined wall in present embodiment includes reinforced concrete frame 1 and is arranged in the reinforced concrete frame 1 Interior some ardealite modules 2, and fluted 3 are set in ardealite module 2, gap is left between adjacent two ardealites module 2, Its lateral clearance is the girt strip 11 of reinforced concrete frame 1, and axial clearance is the rib post 12 of reinforced concrete frame 1, and in steel Lifting groove 4 is set in the outer rim of reinforced concrete framework 1, and lifts by crane and suspension ring 5 is then installed in groove 4;Additionally in steel reinforced concrete frame Connection end 6 is provided with the end face of frame 1, for the splicing between two pieces of walls;As shown in Figure 4.
As shown in figure 5, wall is made up of wall A and wall B, and set respectively in the relative both ends of the surface of wall A and wall B There is connection end 6, the connection end 6 is boss structure;If making wall A end faces boss be arranged at the first half, and wall B end faces boss is set Lower half is placed in, and is matched with wall A end faces boss, wall A and wall B are hung to by specified location by boom hoisting, made Both connection ends 6 are spliced together, and the integral wall of structure, wall A and the attachment structure of wall B connection ends 6 in Fig. 5 as marked Shown in C.
And it can also be equally spliced for the higher wall of height by two pieces of walls;As shown in fig. 6, wall is by wall Body D and wall E are spliced, and now, the connection end of boss structure are provided with wall D and the relative end faces of wall E, by wall E is first positioned over specified location, then wall D is positioned on wall E, the connection end 6 of both is stitched together, so as to form One complete wall, wall D and the attachment structure of wall E connection ends 6 in Fig. 6 as marked shown in F.
Height very high (such as 200m) and length such as required wall is all very long (such as 300m), can be simultaneously using longitudinal spliced With horizontally-spliced method splice wall.
The reinforced concrete frame 1 of combined wall described in the application can be the I font structures for point family, such as scheme Shown in 13;Can also be the T font structures for exterior wall, as shown in figure 14.
In addition, described ardealite module 2 can be any structure in the application, such as hexahedron or dodecahedron, it can Be rule be arranged in reinforced concrete frame 1, as shown in figure 12;Can also irregularly be arranged in wherein;Can be A kind of ardealite module 2 of structure is only included in one wall, the ardealite module 2 of two kinds of structures can also be included;Ardealite Caused space is reinforced concrete structure between module 2.And the ardealite module 2 can be it is solid or Hollow.
Described ardealite module can be that ardealite is laid bricks or ardealite batten.
Furthermore the structure of the groove 3 described in the application can be any, and its cross sectional shape can be trapezoidal knot Structure, it can be circular arc, can be half elliptic, its section of swallow-tail form be can also be, as shown in Fig. 9, Figure 10 and Figure 11.
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. A kind of 1. prefabricated ardealite combined wall, it is characterised in that:Including reinforced concrete frame (1) and it is arranged in the reinforcing bar Some ardealite modules (2) in concrete frame (1).
  2. A kind of 2. prefabricated ardealite combined wall according to claim 1, it is characterised in that:The ardealite module (2) It is upper that fluted (3) are set.
  3. A kind of 3. prefabricated ardealite combined wall according to claim 2, it is characterised in that:Adjacent two ardealites module (2) gap is left between, its lateral clearance is the girt strip (11) of the reinforced concrete frame (1), and axial clearance is the steel The rib post (12) of reinforced concrete framework (1).
  4. A kind of 4. prefabricated ardealite combined wall according to claim 3, it is characterised in that:Also include being arranged at the steel Groove (4) is lifted by crane on reinforced concrete framework (1), is provided with and hangs (5) in lifting groove (4).
  5. A kind of 5. prefabricated ardealite combined wall according to claim 4, it is characterised in that:The reinforced concrete frame (1) connection end (6) is provided with left side, right side, upper surface and/or lower surface.
  6. A kind of 6. prefabricated ardealite combined wall according to claim 5, it is characterised in that:The reinforced concrete frame (1) it is I font structures or T font structures.
  7. A kind of 7. prefabricated ardealite combined wall according to claim 1 or 2 or 3 or 4 or 5 or 6, it is characterised in that:Institute It is hollow or solid to state ardealite module (2).
  8. A kind of 8. prefabricated ardealite combined wall according to Claims 2 or 3 or 4 or 5 or 6, it is characterised in that:It is described recessed The section of groove (3) is trapezoidal, circular arc, half elliptic or swallow-tail form.
  9. A kind of 9. prefabricated ardealite combined wall according to Claims 2 or 3 or 4 or 5 or 6, it is characterised in that:The phosphorus Gypsum module (2) is hollow or solid, and the section of the groove (3) is trapezoidal, circular arc, half elliptic or swallow-tail form.
CN201720418692.0U 2017-04-20 2017-04-20 A kind of prefabricated ardealite combined wall Expired - Fee Related CN207211433U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720418692.0U CN207211433U (en) 2017-04-20 2017-04-20 A kind of prefabricated ardealite combined wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720418692.0U CN207211433U (en) 2017-04-20 2017-04-20 A kind of prefabricated ardealite combined wall

Publications (1)

Publication Number Publication Date
CN207211433U true CN207211433U (en) 2018-04-10

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106978863A (en) * 2017-04-20 2017-07-25 贵州蓝图新材料股份有限公司 A kind of prefabricated ardealite combined wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106978863A (en) * 2017-04-20 2017-07-25 贵州蓝图新材料股份有限公司 A kind of prefabricated ardealite combined wall

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GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A prefabricated phosphogypsum composite wall

Effective date of registration: 20200910

Granted publication date: 20180410

Pledgee: Wu Linwang

Pledgor: GUIZHOU LANTU NEW MATERIAL Co.,Ltd.

Registration number: Y2020520000011

PE01 Entry into force 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: 20180410

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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180410

CF01 Termination of patent right due to non-payment of annual fee