CN213062544U - Phosphogypsum wall structure - Google Patents
Phosphogypsum wall structure Download PDFInfo
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- CN213062544U CN213062544U CN202021262080.5U CN202021262080U CN213062544U CN 213062544 U CN213062544 U CN 213062544U CN 202021262080 U CN202021262080 U CN 202021262080U CN 213062544 U CN213062544 U CN 213062544U
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Abstract
The utility model relates to a phosphogypsum wall structure, which comprises a wall skeleton and phosphogypsum slurry, wherein the wall skeleton comprises a top keel, a bottom keel, at least two vertical keels, at least two through keels and a compression structure; the lengths of the top keel, the bottom keel and the penetrating keel extend along the left-right direction, the lengths of the vertical keels extend along the up-down direction, the upper ends of the vertical keels are fixedly connected with the top keel, the lower ends of the vertical keels are fixedly connected with the bottom keel, a plurality of through holes which penetrate through the left and right are formed in the vertical keels, the through holes in the adjacent vertical keels correspond to one another one to one, the corresponding through holes are arranged at the same height, and the penetrating keel penetrates through the through holes at the same height of each vertical keel and is installed on each vertical; the size of the through hole in the vertical keel is larger than that of the penetrating keel, and the compressing structure is fixedly installed on the vertical keel and used for compressing the penetrating keel downwards when the penetrating keel is installed on the vertical keel. The wall structure is used for solving the problem that the phosphogypsum wall structure in the prior art is weaker in strength.
Description
Technical Field
The utility model relates to a phosphogypsum wall structure.
Background
The phosphogypsum is an industrial byproduct generated in the production process of phosphoric acid, about five tons of phosphogypsum can be generated when one ton of phosphoric acid is produced on average, and the phosphogypsum is generally stacked and treated in the past, so that a large amount of land is occupied, and the environment is damaged. With the development of technology, phosphogypsum is gradually used as a wall raw material in building engineering, such as a prefabricated interior wall modified phosphogypsum wallboard disclosed in the utility model patent with the publication number of CN205777044U, and the phosphogypsum wallboard is prefabricated and formed by phosphogypsum. Although the phosphogypsum wallboard utilizes the industrial byproduct phosphogypsum, the phosphogypsum wallboard is formed by piling the phosphogypsum except for arranging the steel wire meshes and the reinforcing ribs, and the overall structural strength is weak.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a phosphogypsum wall structure for solve the problem that phosphogypsum wall structure intensity is more weak among the prior art.
In order to realize the purpose, the utility model provides a phosphogypsum wall structure adopts following technical scheme:
the phosphogypsum wall structure comprises a wall skeleton and phosphogypsum slurry wrapping the wall skeleton, the length of the phosphogypsum wall structure is defined to extend along the left and right directions, and the wall skeleton comprises:
a top keel, the length of which extends in the left-right direction;
a bottom keel, the length of which extends in the left-right direction;
the length of each vertical keel is extended along the vertical direction, the upper end of each vertical keel is fixedly connected with the top keel, the lower end of each vertical keel is fixedly connected with the bottom keel, and the vertical keels are uniformly arranged along the left and right directions at intervals;
the vertical keels are provided with a plurality of through holes which penetrate through the vertical keels from left to right, the through holes in the vertical keels are uniformly arranged at intervals in the vertical direction, the through holes in adjacent vertical keels correspond to one another one by one, and the corresponding through holes are arranged at equal height;
the through keels are arranged at intervals along the up-down direction, the length of each through keel extends along the left-right direction, and the through keels penetrate through the through holes at the same height of each vertical keel and are installed on the vertical keels;
the size of the through hole in the vertical keel in the up-down left-right direction is larger than that of the through keel in the up-down left-right direction, so that a threading pipe needing to be pre-embedded can pass through the through keel while the through keel is installed in a penetrating mode;
the compression structure is fixedly arranged on the vertical keel and used for compressing the through keel downwards when the through keel is arranged on the vertical keel.
The utility model provides a phosphogypsum wall structure's beneficial effect is: the wall structure comprises a wall skeleton and phosphogypsum slurry, wherein the wall skeleton is composed of transverse and longitudinal crossed keels, and the strength is high, so that the structural strength of the whole wall structure is high; in addition, the through keel is pressed downwards by the pressing structure, so that the through keel can be prevented from moving up and down when the phosphogypsum slurry is sprayed and built, and the spraying and building of the phosphogypsum slurry are further influenced.
Furthermore, the section of the vertical keel cut by the horizontal plane is U-shaped, the vertical keel comprises two parallel plates which are parallel to each other and a connecting plate which is connected with the two parallel plates, the two parallel plates are arranged in parallel along the front and back direction, and the through hole is formed in the connecting plate; the compression structure comprises a screw, two nuts arranged on the screw in a rotating mode, a compression piece and two supporting plates, wherein the two supporting plates are fixedly connected with the two nuts respectively, the two supporting plates are tightly supported on the two parallel plates through screwing the two nuts during use, the compression piece is fixedly connected with the screw, the compression piece is provided with a downward compression surface, and the compression structure is supported on the two parallel plates of the vertical keel and downwards compresses the cross-core keel through the compression surface on the compression piece during use. The pressing structure is convenient to install and fix, and can improve the building efficiency of the wall framework.
Further, still be equipped with two clamping pieces on the pressing surface of pressing piece, two clamping pieces are arranged along front and back direction interval, and the interval distance of two clamping pieces equals the size of cross-core fossil fragments in front and back direction, and two clamping pieces press from both sides tight cross-core fossil fragments when the compression structure compresses tightly cross-core fossil fragments to restriction cross-core fossil fragments are in the position of front and back direction. By the arrangement, the through keel can be prevented from moving back and forth when the phosphogypsum slurry is sprayed and built, and further the spraying and building of the phosphogypsum slurry are influenced.
Further, wall skeleton has the horizontal district that encrypts in the left and right direction, and the horizontal district that encrypts is equipped with two at least vertical encryption fossil fragments, and the length of vertical encryption fossil fragments extends along upper and lower direction, and each vertical encryption fossil fragments is arranged along left and right direction interval, and the upper end and the top fossil fragments fixed connection of vertical encryption fossil fragments, the lower extreme and the end fossil fragments fixed connection of vertical encryption fossil fragments. By the arrangement, when the length of the wall body structure is longer, the overall structural strength of the wall body framework can be improved.
Furthermore, a plurality of through holes which penetrate through the vertical encryption keel left and right are formed in the vertical encryption keel, the through holes in the vertical encryption keel are uniformly distributed at intervals in the vertical direction, the through holes in the vertical encryption keel correspond to the through holes in the adjacent vertical keel one by one, and the corresponding through holes and the through holes are arranged at equal height; the horizontal district that encrypts still is provided with two at least horizontal enhancement fossil fragments, and the length of horizontal enhancement fossil fragments extends along left right direction, and horizontal enhancement fossil fragments are less than the perforation and the via hole size of the upper and lower left and right sides orientation about the horizontal size of strengthening fossil fragments, and horizontal enhancement fossil fragments pass the perforation on the vertical keel in the horizontal district of encrypting and the via hole on the vertical encryption fossil fragments and install in horizontal encryption district. By the arrangement, the structural strength of the corresponding wall skeleton in the transverse encryption region can be improved.
Further, the wall skeleton has vertical encryption district in the upper and lower direction, vertical encryption district is equipped with two at least horizontal encryption fossil fragments, each horizontal encryption fossil fragments is arranged along upper and lower direction interval, the length of horizontal encryption fossil fragments extends along left right direction, horizontal encryption fossil fragments is less than the size of perforating on the centre keel in upper and lower left and right direction, horizontal encryption fossil fragments pass the perforation on each centre keel same height in vertical encryption district and install in vertical encryption district. By the arrangement, when the height of the wall body structure is higher, the overall structural strength of the wall body framework can be improved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a wall skeleton in example 1 of a phosphogypsum wall structure provided by the present invention;
fig. 2 is a schematic view of a compression structure compressing a through keel in embodiment 1 of the phosphogypsum wall structure provided by the present invention;
fig. 3 is a schematic structural diagram of a wall skeleton in example 2 of the phosphogypsum wall structure provided by the present invention;
fig. 4 is a schematic structural diagram of a wall skeleton in embodiment 3 of the phosphogypsum wall structure provided by the present invention.
In the drawings: 1-top keel, 2-bottom keel, 3-vertical keel, 4-perforation, 5-piercing keel, 6-parallel plate, 7-connecting plate, 8-screw, 9-nut, 10-supporting plate, 11-connecting rod, 12-pressing plate, 13-connecting column, 14-clamping plate, 15-vertical encrypted keel, 16-transverse reinforced keel and 17-transverse encrypted keel.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
The following describes the present invention with reference to the accompanying drawings.
The utility model provides an embodiment 1 of ardealite wall structure:
the length of the wall structure is defined to extend in the left-right direction. The wall structure comprises a wall skeleton and phosphogypsum slurry wrapping the wall skeleton, wherein the phosphogypsum slurry is a spray-building slurry which is prepared by firing industrial by-product phosphogypsum/desulfurized gypsum serving as raw materials by adopting a high-temperature precise calcination technology.
As shown in fig. 1, the wall skeleton includes top keel 1, end keel 2, centre keel 3 and cross-core keel 5, and the length of top keel 1 and end keel 2 all extends along controlling the direction, and top keel 1 and end keel 2 are along upper and lower direction interval arrangement, and top keel 1 and end keel 2 are the channel-section steel, and the notch of top keel 1 is down, and end keel 2's notch is up. The vertical keels 3 are multiple, the length of each vertical keel 3 extends in the vertical direction, the vertical keels 3 are evenly distributed at intervals in the left-right direction, the upper ends of the vertical keels 3 are welded and fixed with the top keel 1, and the lower ends of the vertical keels 3 are welded and fixed with the bottom keel 2; the vertical keel 3 is a channel steel, the vertical keel 3 comprises two parallel plates 6 parallel to each other in the front and back direction and a connecting plate 7 connecting the two parallel plates 6, a plurality of through holes 4 penetrating through the vertical keel 3 in the left and right direction are formed in the connecting plate 7 of the vertical keel 3, the through holes 4 in the adjacent vertical keel 3 are uniformly arranged at intervals in the up and down direction, and the through holes 4 correspond to each other and are arranged at equal heights in the corresponding through holes 4. The number of the penetrating keels 5 is three, the penetrating keels 5 are of long strip-shaped plate-shaped structures, and the length of the penetrating keels extends along the left-right direction; the dimension of the cross keels 5 in the vertical and horizontal directions is smaller than the dimension of the through holes 4 in the vertical keels 3 in the vertical and horizontal directions, the cross keels 5 pass through the through holes 4 at the same height in each vertical keel 3 to be installed on each vertical keel 3, and the three cross keels 5 are uniformly distributed at intervals in the vertical direction after being installed; the size setting of going up about left and right sides orientation about will perforating 4 is greater than the size of cross core fossil fragments 5 about left and right sides orientation, not only can make things convenient for the dress of wearing of cross core fossil fragments 5, supplies the threading pipe to pass when still being used for the pre-buried threading pipe of needs in wall structure moreover.
As shown in fig. 2, the wall structure further comprises a compression structure, the compression structure comprises a screw 8, two nuts 9, two supporting plates 10 and a compression plate 12, the two nuts 9 are screwed at two ends of the screw 8, the two supporting plates 10 are respectively fixed on the end surfaces of the two nuts 9, which are opposite to each other, through two connecting rods 11, the distance between the two supporting plates 10 can be adjusted by screwing the two nuts 9 relative to the screw 8, and when in use, the compression structure is installed by tightly supporting the opposite side surfaces of the two supporting plates 10 on the two parallel plates 6 of the vertical keel 3; the pressing plate 12 is fixed on the screw 8 through a connecting column 13, after the penetrating keel 5 is installed, the position of the pressing structure in the vertical direction can be adjusted to enable the lower side surface of the pressing plate 12 to be attached to the upper side surface of the penetrating keel 5, so that the penetrating keel 5 is pressed downwards, the pressing plate 12 forms a pressing piece, and the lower side surface of the pressing plate 12 forms a pressing surface of the pressing piece; the two clamping plates 14 are fixedly arranged on the lower side surface of the pressing plate 12, the two clamping plates 14 are arranged at intervals in the front-back direction, the interval distance between the two clamping plates 14 is equal to the size of the penetrating keel 5 in the front-back direction, and when the pressing plate 12 presses the penetrating keel 5, the two clamping plates 14 can clamp the penetrating keel 5, so that the penetrating keel 5 is fixed in the front-back direction; the clamping plate 14 constitutes a clamping member; in this embodiment, each of the vertical keels 3 is provided with a pressing structure corresponding to each of the penetrating keels 5.
This wall structure during manufacturing, set up the completion with wall structure earlier (if the pre-buried threading pipe of needs, then pass perforation 4 and the ligature with the threading pipe and fix on punching fossil fragments 5, compress tightly threading pipe and punching fossil fragments 5 with compact structure simultaneously), and fix between top crossbeam (or roof) and the floor in the building, then at wall structure's front side or rear side fixed die plate, template and wall structure laminating, use special spraying equipment to build the ardealite thick liquids and spout on wall structure, it can to flatten one side of the unfixed die plate of wall structure at last.
The utility model provides an embodiment 2 of ardealite wall structure:
the difference from example 1 is that: as shown in fig. 3, the wall framework in this embodiment is provided with the transverse encryption regions in the left and right directions, so that the wall structure can be suitable for the case of long length. The transverse encryption area is arranged in the middle of the wall body framework in the length direction, two vertical encryption keels 15 extending up and down are arranged in the transverse encryption area, the upper ends of the vertical encryption keels 15 are fixedly welded with the top keel 1, the lower ends of the vertical encryption keels 15 are fixedly welded with the bottom keel 2, and the two vertical encryption keels 15 are arranged at intervals in the left-right direction; the vertical encrypted keel 15 is made of channel steel, the vertical encrypted keel 15 comprises two vertical plates which are parallel to each other in the front-back direction and a transition plate which is connected with the two vertical plates, a plurality of through holes which penetrate through the transition plate in the left-right direction are formed in the transition plate, the through holes in the transition plate are uniformly distributed at intervals in the up-down direction, the through holes in the transition plate correspond to the through holes 4 in the adjacent vertical keels 3 one by one, and the corresponding through holes and the through holes 4 are arranged at the same height; still be provided with three horizontal enhancement fossil fragments 16 in the horizontal encryption district, the length of horizontal enhancement fossil fragments 16 extends along the left and right directions, horizontal enhancement fossil fragments 16 are rectangular platelike structure, horizontal enhancement fossil fragments 16 is less than the size of via hole and perforation 4 in the upper and lower left and right directions, horizontal enhancement fossil fragments 16 pass perforation 4 and the vertical encryption fossil fragments 15 on the interior vertical keel 3 of horizontal encryption district and install in horizontal encryption district, the horizontal enhancement fossil fragments 16 that lean on set up between two cross-core fossil fragments 5 that lean on, the horizontal enhancement fossil fragments 16 of centre sets up between two cross-core fossil fragments 5 that lean on down, the horizontal enhancement fossil fragments 16 that lean on down set up between end fossil fragments 2 and the cross-core fossil fragments 5 that lean on the most down. The vertical encrypted keel 15 and the vertical keel 3 are provided with compression structures corresponding to the transverse reinforced keel 16 for compressing the transverse reinforced keel 16 downwards, and the compression structures are the same as those in the embodiment 1 and are not described again.
The utility model provides an embodiment 3 of ardealite wall structure:
the difference from example 1 is that: as shown in fig. 4, the wall skeleton in this embodiment is provided with four through keels 5; the wall skeleton in this embodiment still is equipped with vertical encryption district in the upper and lower direction for this wall structure can be applicable to the higher condition of height. Vertical encryption district sets up the middle part at wall body skeleton direction of height, the horizontal encryption fossil fragments 17 that extend about being equipped with two in the vertical encryption district, horizontal encryption fossil fragments 17 are rectangular platelike structure, its size in upper and lower left and right sides is less than perforation 4 on the vertical keel 3 in upper and lower left and right sides ascending size, horizontal encryption fossil fragments 17 pass vertical encryption district in each vertical keel 3 on the same height perforation 4 and install in vertical encryption district, two horizontal encryption fossil fragments 17 installation backs, along upper and lower direction interval arrangement, and two horizontal encryption fossil fragments 17 are located respectively between the two adjacent cross-core fossil fragments 5 of difference. The vertical keel 3 is provided with a compression structure corresponding to the transverse encryption keel 17 for compressing the transverse encryption keel 17 downwards, and the compression structure is the same as that in the embodiment 1 and is not repeated herein.
In the above embodiments, the number of the vertical keels is plural. In other embodiments, two of the risers can be provided and can be used as well.
In the above embodiments, three or four penetrating keels are provided. In other embodiments, two, five or more cross-over keels may be provided, and the same may be used.
In the above embodiments, the pressing structure includes a screw, a nut, a supporting plate, a pressing plate, a clamping plate, and the like. In other embodiments, the lower side of the pressing plate may not be provided with a clamping plate, that is, the pressing structure can only limit the position of the penetrating keel (or the transverse reinforcing keel or the transverse encryption keel) in the up-down direction; the compression structure can also be fixed through other modes, if can set up the through-hole that runs through around on the parallel plate of vertical keel, the screw rod is replaced by the dead lever that extends around one, is equipped with the screw hole that extends around on the dead lever, then accessible screw pass behind the through-hole on the parallel plate screw in dead lever on the threaded hole and realize compression structure's installation fixed, under this kind of condition, also need not set up nut and fagging again, can use equally.
In the above embodiment 2, the transverse reinforcing keel is further arranged in the transverse reinforcing area. In other embodiments, the transverse reinforcing keels may not be provided and may be used as well.
The above-described embodiments of the present invention do not limit the scope of the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (6)
1. A phosphogypsum wall structure comprises a wall skeleton and phosphogypsum slurry wrapping the wall skeleton, wherein the length of the phosphogypsum wall structure is defined to extend along the left and right directions, and the phosphogypsum wall structure is characterized in that the wall skeleton comprises:
a top keel, the length of which extends in the left-right direction;
a bottom keel, the length of which extends in the left-right direction;
the length of each vertical keel is extended along the vertical direction, the upper end of each vertical keel is fixedly connected with the top keel, the lower end of each vertical keel is fixedly connected with the bottom keel, and the vertical keels are uniformly arranged along the left and right directions at intervals;
the vertical keels are provided with a plurality of through holes which penetrate through the vertical keels from left to right, the through holes in the vertical keels are uniformly arranged at intervals in the vertical direction, the through holes in adjacent vertical keels correspond to one another one by one, and the corresponding through holes are arranged at equal height;
the through keels are arranged at intervals along the up-down direction, the length of each through keel extends along the left-right direction, and the through keels penetrate through the through holes at the same height of each vertical keel and are installed on the vertical keels;
the size of the through hole in the vertical keel in the up-down left-right direction is larger than that of the through keel in the up-down left-right direction, so that a threading pipe needing to be pre-embedded can pass through the through keel while the through keel is installed in a penetrating mode;
the compression structure is fixedly arranged on the vertical keel and used for compressing the through keel downwards when the through keel is arranged on the vertical keel.
2. The phosphogypsum wall structure according to claim 1, wherein the section of the vertical keel, cut by the horizontal plane, is U-shaped, the vertical keel comprises two parallel plates which are parallel to each other and a connecting plate which connects the two parallel plates, the two parallel plates are arranged in parallel along the front and back direction, and the through hole is formed in the connecting plate; the compression structure comprises a screw, two nuts arranged on the screw in a rotating mode, a compression piece and two supporting plates, wherein the two supporting plates are fixedly connected with the two nuts respectively, the two supporting plates are tightly supported on the two parallel plates through screwing the two nuts during use, the compression piece is fixedly connected with the screw, the compression piece is provided with a downward compression surface, and the compression structure is supported on the two parallel plates of the vertical keel and downwards compresses the cross-core keel through the compression surface on the compression piece during use.
3. The phosphogypsum wall structure according to claim 2, wherein the pressing surface of the pressing member is further provided with two clamping members which are arranged at intervals along the front and back direction, the interval distance between the two clamping members is equal to the dimension of the through keel along the front and back direction, and the two clamping members clamp the through keel when the pressing structure presses the through keel so as to limit the position of the through keel along the front and back direction.
4. The phosphogypsum wall structure according to claim 1, 2 or 3, wherein the wall skeleton is provided with a transverse encryption area in the left and right direction, the transverse encryption area is provided with at least two vertical encryption keels, the lengths of the vertical encryption keels extend along the up and down direction, the vertical encryption keels are arranged at intervals along the left and right direction, the upper ends of the vertical encryption keels are fixedly connected with the top keel, and the lower ends of the vertical encryption keels are fixedly connected with the bottom keel.
5. The phosphogypsum wall structure according to claim 4, wherein a plurality of through holes which penetrate through the phosphogypsum from left to right are formed in the vertical encryption keel, the through holes in the vertical encryption keel are uniformly distributed at intervals along the vertical direction, the through holes in the vertical encryption keel correspond to the through holes in the adjacent vertical keel one by one, and the corresponding through holes and the through holes are arranged at the same height; the horizontal district that encrypts still is provided with two at least horizontal enhancement fossil fragments, and the length of horizontal enhancement fossil fragments extends along left right direction, and horizontal enhancement fossil fragments are less than the perforation and the via hole size of the upper and lower left and right sides orientation about the horizontal size of strengthening fossil fragments, and horizontal enhancement fossil fragments pass the perforation on the vertical keel in the horizontal district of encrypting and the via hole on the vertical encryption fossil fragments and install in horizontal encryption district.
6. The phosphogypsum wall structure according to claim 1, 2 or 3, wherein the wall skeleton is provided with vertical encrypted areas in the up-down direction, the vertical encrypted areas are provided with at least two transverse encrypted keels, each transverse encrypted keel is arranged at intervals in the up-down direction, the length of each transverse encrypted keel extends in the left-right direction, the dimension of each transverse encrypted keel in the up-down, left-right direction is smaller than that of each vertical keel, and each transverse encrypted keel penetrates through a through hole in the vertical encrypted area at the same height of each vertical keel and is installed in the vertical encrypted area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021262080.5U CN213062544U (en) | 2020-07-02 | 2020-07-02 | Phosphogypsum wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021262080.5U CN213062544U (en) | 2020-07-02 | 2020-07-02 | Phosphogypsum wall structure |
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| Publication Number | Publication Date |
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| CN213062544U true CN213062544U (en) | 2021-04-27 |
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| CN202021262080.5U Active CN213062544U (en) | 2020-07-02 | 2020-07-02 | Phosphogypsum wall structure |
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| CN (1) | CN213062544U (en) |
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