CN221095203U - Basement side wall forming structure - Google Patents
Basement side wall forming structure Download PDFInfo
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- CN221095203U CN221095203U CN202323166892.6U CN202323166892U CN221095203U CN 221095203 U CN221095203 U CN 221095203U CN 202323166892 U CN202323166892 U CN 202323166892U CN 221095203 U CN221095203 U CN 221095203U
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- reinforcing
- template
- reinforcing bar
- bar net
- side wall
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 134
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 63
- 230000002787 reinforcement Effects 0.000 claims abstract description 24
- 230000000694 effects Effects 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 238000009415 formwork Methods 0.000 claims description 25
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 24
- 238000000429 assembly Methods 0.000 claims description 6
- 230000000712 assembly Effects 0.000 claims description 6
- 230000000087 stabilizing effect Effects 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims 4
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 description 16
- 238000007493 shaping process Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 238000001764 infiltration Methods 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 4
- 238000004880 explosion Methods 0.000 description 3
- 230000035515 penetration Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The application relates to the technical field of constructional engineering, in particular to a basement side wall forming structure, which comprises the following components: reinforcing bar net and template, the both sides of reinforcing bar net are outside be provided with respectively vertically the template, be provided with the setting element on the reinforcing bar net, the setting element is used for prescribing a limit to the reinforcing bar net with distance between the template, the bottom of reinforcing bar net is provided with the stagnant water board, just the bottom mounting of stagnant water board sets up in foundation structure, the stagnant water board is used for providing the effect of stagnant water for the wall body, the bottom of reinforcing bar net is provided with the reinforcement, the reinforcement is used for supplying the reinforcing bar interconnect of reinforcing bar net bottom both sides fixed, just the reinforcement with the stagnant water board is connected fixedly. The application has the effects of improving the overall structural stability of the reinforcing mesh, reducing the occurrence of the inclination phenomenon of the reinforcing mesh, and being beneficial to forming a wall body with stable and uniform internal structural strength distribution.
Description
Technical Field
The application relates to the technical field of constructional engineering, in particular to a basement side wall forming structure.
Background
The basement is constructed to provide additional space for the house, thereby improving land area utilization and structural stability of the building. Therefore, with the development of cities, the construction of underground space gradually becomes an important point of each engineering construction.
At present, the construction of a basement side wall forming structure generally requires that a reinforcing mesh is firstly arranged for reinforcing the strength of a wall body, and then forms are supported on two sides of the reinforcing mesh to provide pouring templates for the side wall; and a distance is reserved between the template and the reinforcing mesh so as to form a wall protection layer after the wall is formed. However, because the area of basement side wall is great relatively for when pouring concrete, the reinforcing bar net can bear great impact force, makes the reinforcing bar net take place the slope, and then is difficult to guarantee that the distance between reinforcing bar net and the template accords with construction size requirement, leads to the wall body shaping back, and wall body inner structure's intensity distribution is uneven, thereby reduces the bulk strength and the structural stability of wall body.
Disclosure of Invention
In order to improve the overall structural stability of the reinforcing mesh and reduce the occurrence of the phenomenon of inclination of the reinforcing mesh, the application provides a basement side wall forming structure which is favorable for forming a wall body with stable and uniform internal structural strength distribution.
The application provides a basement side wall forming structure, which adopts the following technical scheme:
A basement side wall forming structure comprising: reinforcing bar net and template, the both sides of reinforcing bar net are outside be provided with respectively vertically the template, be provided with the setting element on the reinforcing bar net, the setting element is used for prescribing a limit to the reinforcing bar net with distance between the template, the bottom of reinforcing bar net is provided with the stagnant water board, just the bottom mounting of stagnant water board sets up in foundation structure, the stagnant water board is used for providing the effect of stagnant water for the wall body, the bottom of reinforcing bar net is provided with the reinforcement, the reinforcement is used for supplying the reinforcing bar interconnect of reinforcing bar net bottom both sides fixed, just the reinforcement with the stagnant water board is connected fixedly.
Through adopting above-mentioned technical scheme, under the connecting action of reinforcement, make reinforcing bar and stagnant water board joint connection of reinforcing bar net bottom both sides fixed, and then through the firm setting of stagnant water board and foundation structure, further make reinforcing bar net holistic structural stability improve, reduce the phenomenon of reinforcing bar net slope and take place, thereby can cooperate the setting element, effectively maintain the distance between prescribing a limit to reinforcing bar net and the template, in order to form firm side wall shaping structure, be favorable to forming firm and the even wall body of internal structure intensity distribution, and through the stagnant water effect of stagnant water board, be favorable to reducing the wall body by the phenomenon emergence of water infiltration.
Preferably, the positioning piece is an annular positioner, the annular positioner is sleeved and fixed on the steel bars close to the outer side of the steel bar mesh, and one side of the template is abutted with the side wall of the annular positioner.
Through adopting above-mentioned technical scheme, through annular locator, inject the distance between template and the reinforcing bar net, be favorable to guaranteeing that the distance between reinforcing bar net and the template accords with the construction size requirement to form the wall body that internal structure intensity distributes evenly.
Preferably, the reinforcement is a reinforcing steel bar, and corresponds to the position of the water stop plate, the reinforcing steel bar is horizontally arranged at the top end of the water stop plate, the side surface of the reinforcing steel bar is fixedly connected with the top end of the water stop plate, and two ends of the reinforcing steel bar are respectively fixedly connected with the steel bars at two sides of the bottom end of the reinforcing steel bar net.
Through adopting above-mentioned technical scheme, through the reinforcement reinforcing bar, strengthen the connection stability between the both sides reinforcing bar to through the fixed connection of reinforcement reinforcing bar and stagnant water steel sheet, further make the holistic structural stability of reinforcing bar net improve, reduce the phenomenon of reinforcing bar net slope and take place, thereby can cooperate the setting element, effectively maintain the distance between limiting reinforcing bar net and the template, and through the stagnant water effect of stagnant water steel sheet, be favorable to reducing the wall body by the phenomenon emergence of water infiltration.
Preferably, a pair of pull assemblies are arranged between the templates at two sides of the reinforcing mesh, and the pair of pull assemblies are used for tightening and stabilizing the templates at two sides.
Through adopting above-mentioned technical scheme, be provided with the assembly of pulling to drawing between the template of reinforcing bar net both sides, under the effect of pulling the assembly to drawing, be favorable to realizing the firm shaping effect of template to the wall body to form more firm side wall shaping structure.
Preferably, a reinforcing connection assembly is arranged on the outer side of the template, and the reinforcing connection assembly is used for further supporting and stabilizing the template.
Through adopting above-mentioned technical scheme, the outside of template is provided with consolidates coupling assembling, under consolidates coupling assembling's support firm effect, further reduces the condition of frying the mould in concrete placement process and appears.
Preferably, the template is formed by fixedly connecting a plurality of template pieces; the reinforcing connecting assembly comprises a fixing seat and reinforcing connecting rods, one end of the fixing seat is fixedly arranged between two adjacent template pieces at the bottom end of the template, the bottom end of the fixing seat is fixedly arranged in the foundation structure, the fixing seat is far away from the other end of the template, the reinforcing connecting rods are fixedly penetrated through the other end of the template, and the reinforcing connecting rods are tightly propped against and fixed on the outer side face of the template.
Through adopting above-mentioned technical scheme, through the cooperation of fixing base and reinforcement connecting rod, make the intensity and the structural stability of template can further strengthen, be favorable to further reducing the condition of frying the mould in the concrete placement in-process and appear.
Preferably, the reinforcing connecting rod is provided with two, two reinforcing connecting rods are respectively horizontally penetrated and fixed on the fixing base, and two reinforcing connecting rods are all supported and fastened on the outer side surface of the template, two clamping components are arranged on the reinforcing connecting rods and are used for being matched with the fixing base to clamp and fixedly connect the two reinforcing connecting rods on the outer side surface of the template.
Through adopting above-mentioned technical scheme, strengthen the supporting strength who consolidates coupling assembling through two reinforcing connection poles to under the clamping component clamping action, strengthen the connection between two reinforcing connection poles, be favorable to improving the structural stability and the supporting strength who consolidates coupling assembling, with strengthen the consolidating effect of coupling assembling to the template, and then through the cooperation of clamping component and fixing base, make two reinforcing connection poles obtain fixing jointly at the template lateral surface, be favorable to further improving the intensity and the structural stability of template.
Preferably, the water stop plate is arranged as a water stop steel plate, and the top end of the water stop steel plate is welded and fixed with the side surface of the reinforcing steel bar.
Through adopting above-mentioned technical scheme, the setting of stagnant water steel sheet makes the intensity and the durability of stagnant water board can improve to through the welding, realize the fixed connection of stagnant water steel sheet and reinforcement reinforcing bar, thereby be favorable to further improving reinforcing bar net overall structure stability, with the intensity of strengthening side wall shaping structure.
In summary, the present application includes at least one of the following beneficial technical effects:
1. The distance between the template and the reinforcing steel bar net is limited under the positioning action of the annular positioner, so that the distance between the reinforcing steel bar net and the template is beneficial to meeting the construction size requirement, a wall with uniform internal structural strength distribution is formed, the connection stability between the reinforcing steel bars at two sides is enhanced under the connection action of the reinforcing steel bars, the integral structural stability of the reinforcing steel bar net is further improved through the fixed connection of the reinforcing steel bars and the water-stop steel plates, the phenomenon of inclination of the reinforcing steel bar net is reduced, the annular positioner is matched, the distance between the limiting reinforcing steel bar net and the template is effectively maintained, and the phenomenon of water penetration of the wall is reduced under the water-stop action of the water-stop steel plates;
2. Under the action of the opposite-pulling assembly, the templates at two sides are tensioned and stabilized, so that the stabilizing and shaping effects of the templates on the wall body are realized, and a more stable side wall forming structure is formed;
3. Under the clamping effect of the clip assembly, the connection between the two reinforcing connecting rods is reinforced, so that the structural stability and the supporting strength of the reinforcing connecting assembly are improved, the reinforcing effect of the reinforcing connecting assembly on the formwork is enhanced, and the two reinforcing connecting rods are jointly fixed on the outer side face of the formwork through the cooperation of the clip assembly and the fixing base, so that the strength and the structural stability of the formwork are further improved.
Drawings
FIG. 1 is a schematic view of the overall structure of a basement side wall molding structure in an embodiment of the application;
FIG. 2 is a half cross-sectional view of a basement side wall forming structure in an embodiment of the application;
FIG. 3 is an enlarged partial schematic view of FIG. 1A in an embodiment of the application;
FIG. 4 is an enlarged partial schematic view at B in FIG. 1 in an embodiment of the application;
fig. 5 is an enlarged partial schematic view at C in fig. 2 in an embodiment of the application.
Reference numerals illustrate: 1. a reinforcing mesh; 11. an annular positioner; 2. a template; 21. a template member; 3. a water stop plate; 31. a horizontal portion; 32. a vertical portion; 4. a foundation structure; 5. reinforcing steel bars; 6. a pull-up assembly; 61. a counter-pulling screw; 62. a locking member; 7. reinforcing the connection assembly; 71. a fixing seat; 72. reinforcing the connecting rod; 8. a clip assembly; 81. a connecting rod; 82. spring gable card.
Detailed Description
The application is described in further detail below with reference to fig. 1-5.
The embodiment of the application discloses a basement side wall forming structure.
Referring to fig. 1 and 2, a basement side wall forming structure comprises a reinforcing mesh 1 and a template 2, wherein side wall templates 2 are respectively and vertically arranged outside two sides of the reinforcing mesh 1. The reinforcing mesh 1 is provided with a positioning piece which is used for limiting the distance between the reinforcing mesh 1 and the template 2. The bottom of reinforcing bar net 1 is provided with stagnant water board 3, and the bottom mounting of stagnant water board 3 sets up in foundation structure 4, and stagnant water board 3 is used for providing the effect of stagnant water for the wall body to reduce the phenomenon emergence of wall body by the infiltration of water. And, the bottom of reinforcing bar net 1 is provided with the reinforcement, the reinforcement is used for supplying the reinforcing bar interconnect of reinforcing bar net 1 bottom both sides fixed, and reinforcement and stagnant water board 3 are connected fixedly, thereby under the connected action of reinforcement, make the reinforcing bar of reinforcing bar net 1 bottom both sides and stagnant water board 3 connect fixedly jointly, and then through the firm setting of stagnant water board 3 and foundation structure 4, further make reinforcing bar net 1 holistic structural stability improve, reduce the phenomenon emergence of reinforcing bar net 1 slope, thereby can cooperate the setting element, effectively maintain and inject the distance between reinforcing bar net 1 and the template 2, so that form firm side wall shaping structure, be favorable to forming firm and the even wall body of inner structure intensity distribution.
Referring to fig. 1 and 3, the locating piece is annular locator 11, and annular locator 11 is provided with a plurality of, and a plurality of annular locators 11 cover are established respectively and are fixed on the reinforcing bar that reinforcing bar net 1 is close to the outside, and template 2 towards the side of reinforcing bar net 1 and the lateral wall butt of annular locator 11 to through annular locator 11, inject the distance between template 2 and the reinforcing bar net 1, be favorable to guaranteeing that the distance between reinforcing bar net 1 and the template 2 accords with construction size requirement, in order to form the wall body that inner structure intensity distributes evenly.
Referring to fig. 2, the water stop plate 3 is provided as a water stop steel plate, and the water stop steel plate has high strength and durability, so that the stability of the whole structure of the reinforcing mesh 1 is further improved, and the strength of the side wall forming structure is enhanced. Specifically, the water-stopping steel plate comprises a horizontal part 31 and a vertical part 32, and the horizontal part 31 and the vertical part 32 are vertically connected and fixed, so that the water-stopping steel plate is in an L-shaped structure. The water stop steel plate horizontal part 31 is horizontally and fixedly arranged in the foundation structure 4, and the water stop steel plate vertical part 32 is vertically positioned in the reinforcing steel bar net 1, so that the water stop steel plate is stably arranged at the bottom of the reinforcing steel bar net 1 and positioned between the reinforcing steel bars at two sides. The both ends of stagnant water steel sheet are provided with the kink, and the kink at both ends all sets up towards the upstream face of wall body to further improve the stagnant water effect of stagnant water steel sheet.
Referring to fig. 2, the reinforcement is a reinforcing bar 5, the reinforcing bar 5 is horizontally disposed at the top end of the water stop steel plate corresponding to the position of the water stop steel plate, and the side surface of the reinforcing bar 5 is welded and fixed with the top end of the water stop steel plate; simultaneously, the both ends of reinforcement bar 5 respectively with the reinforcing bar fixed connection of reinforcing bar 1 bottom both sides, make reinforcement bar 5 stably arrange the top of stagnant water steel sheet in, and be located between the reinforcing bar of reinforcing bar 1 bottom both sides, realize the joint connection of reinforcing bar 1 bottom both sides and stagnant water steel sheet and fix, thereby through reinforcement bar 5, strengthen the connection stability between the reinforcing bar of both sides, and through the fixed connection of reinforcement bar 5 and stagnant water steel sheet, further make the holistic structural stability of reinforcing bar 1 can improve, reduce the phenomenon emergence of reinforcing bar 1 slope, thereby can cooperate annular locator 11, effectively maintain the distance between prescribing a limit to reinforcing bar 1 and template 2, and through the stagnant water effect of stagnant water steel sheet, be favorable to reducing the wall body emergence by the phenomenon of water infiltration.
Referring to fig. 2 and 5, in order to consolidate the structural stability of the formwork 2, a pair of pull assemblies 6 are disposed between the formworks 2 on two sides of the reinforcing mesh 1, and the pair of pull assemblies 6 are used for tightening the formworks 2 on two sides firmly, so that the effect of firmly shaping the formworks 2 on the wall body can be realized, and a more stable side wall shaping structure can be formed. The opposite-pulling assembly 6 comprises opposite-pulling screw rods 61 and locking pieces 62, the opposite-pulling screw rods 61 penetrate through the templates 2 on two sides of the reinforcing mesh 1, the locking pieces 62 are arranged at two ends of the opposite-pulling screw rods 61, and the locking pieces 62 are correspondingly and fixedly arranged on the outer sides of the templates 2, so that the templates 2 on two sides are fixed in a tensioning mode through the opposite-pulling screw rods 61 and the locking pieces 62, and the firm shaping effect of the templates 2 on a wall body is facilitated. The locking member 62 may be a hex nut, a wing nut, a threaded sleeve, etc., and in this embodiment is preferably a wing nut. The butterfly nut threaded connection is fixed in the tip of to drawing screw rod 61, and butterfly nut supports tightly in the outside of template 2 to through the cooperation to drawing screw rod 61 and butterfly nut, strengthen template 2's structural stability, be favorable to reducing the condition of frying the mould in the concrete placement in-process and appear, in order to form more firm side wall shaping structure.
Referring to fig. 1, 2 and 4, further, the outer side of the form 2 is provided with a reinforcing connection assembly 7, and the reinforcing connection assembly 7 is used for further supporting the stable form 2 so as to further reduce the occurrence of the explosion mold during the concrete pouring process. Specifically, the formwork 2 is formed by fixedly connecting a plurality of formwork pieces 21, the reinforcing connecting assembly 7 comprises a fixing seat 71 and a reinforcing connecting rod 72, one end of the fixing seat 71 is fixedly arranged between two adjacent formwork pieces 21 at the bottom end of the formwork 2, and the bottom end of the fixing seat 71 is fixedly arranged in the foundation structure 4, so that the fixing seat 71 is stably arranged at the outer side of the bottom end of the formwork 2; the reinforcing connecting rods 72 are arranged in two, the two reinforcing connecting rods 72 are respectively penetrated and fixed at the other ends of the fixing seats 71 away from the formwork 2, and the reinforcing connecting rods 72 are abutted and fixed on the outer side surfaces of the formwork 2, so that the strength and the structural stability of the formwork 2 are further enhanced through the cooperation of the fixing seats 71 and the reinforcing connecting rods 72, and the occurrence of the condition of the explosion of the formwork in the concrete pouring process is further reduced. Be provided with clip subassembly 8 on two consolidate connecting rod 72, clip subassembly 8 is used for cooperating fixing base 71 with two consolidate connecting rod 72 clamp tightly and fixed connection at template 2 lateral surface to under clip subassembly 8 clamp action, strengthen the connection between two consolidate connecting rod 72, be favorable to improving the structural stability and the supporting strength of consolidate connecting assembly 7, with strengthen the consolidating effect of connecting assembly 7 to template 2, and then through the cooperation of clip subassembly 8 and fixing base 71, make two consolidate connecting rod 72 obtain fixing jointly at template 2 lateral surface, be favorable to further improving template 2's intensity and structural stability.
Referring to fig. 2 and 4, the clip assembly 8 comprises a connecting rod 81 and a spring gable 82, the connecting rod 81 is arranged between two reinforcing connecting rods 72 in a penetrating manner, one end of the connecting rod 81 is fixedly arranged on the formwork 2, the other end of the connecting rod 81 is sleeved with the spring gable 82, the two reinforcing connecting rods 72 are clamped and fixed on the outer side of the bottom end of the formwork 2 through the spring gable 82, and accordingly the connection between the two reinforcing connecting rods 72 is enhanced through the cooperation of the connecting rod 81 and the spring gable 82, the structural stability and the supporting strength of the reinforcing connecting assembly 7 are improved, the reinforcing effect of the reinforcing connecting assembly 7 on the formwork 2 is enhanced, and the two reinforcing connecting rods 72 are jointly fixed on the outer side surface of the formwork 2 through the cooperation of the clip assembly 8 and the fixing seat 71, so that the strength and the structural stability of the formwork 2 are further improved, and the condition of die explosion in the concrete pouring process is further reduced.
The foregoing is illustrative of the present application, and is not meant to limit the scope of the application in any way, therefore: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (8)
1. A basement side wall forming structure comprising: reinforcing bar net (1) and template (2), the both sides of reinforcing bar net (1) are respectively vertical being provided with outward template (2), a serial communication port, be provided with the setting element on reinforcing bar net (1), the setting element is used for prescribing a limit to reinforcing bar net (1) with distance between template (2), the bottom of reinforcing bar net (1) is provided with sealing plate (3), just sealing plate (3) bottom mounting sets up in foundation structure (4), sealing plate (3) are used for providing the effect of stagnant water for the wall body, reinforcing bar net (1) bottom is provided with the reinforcement, the reinforcement is used for supplying reinforcing bar interconnect of reinforcing bar net (1) bottom both sides fixed, just the reinforcement with sealing plate (3) are connected fixedly.
2. The basement side wall forming structure according to claim 1, wherein the positioning piece is an annular positioner (11), the annular positioner (11) is sleeved and fixed on the steel bars close to the outer side of the steel bar mesh (1), and one side of the template (2) is abutted with the side wall of the annular positioner (11).
3. The basement side wall forming structure according to claim 1, wherein the reinforcing steel bar (5) corresponds to the water stop plate (3), the reinforcing steel bar (5) is horizontally arranged at the top end of the water stop plate (3), the side surface of the reinforcing steel bar (5) is fixedly connected with the top end of the water stop plate (3), and two ends of the reinforcing steel bar (5) are respectively fixedly connected with steel bars at two sides of the bottom end of the reinforcing steel bar net (1).
4. The basement side wall forming structure according to claim 1, wherein a counter-pulling assembly (6) is arranged between the templates (2) at two sides of the reinforcing mesh (1), and the counter-pulling assembly (6) is used for tightening and stabilizing the templates (2) at two sides.
5. A basement side wall forming structure according to claim 1, characterized in that the outside of the formwork (2) is provided with reinforcing connection assemblies (7), the reinforcing connection assemblies (7) being used for further supporting and stabilizing the formwork (2).
6. The basement side wall molding structure according to claim 5, wherein the mold plate (2) is formed by fixedly connecting a plurality of mold plate (2) pieces; the reinforcing connecting assembly (7) comprises a fixing seat (71) and a reinforcing connecting rod (72), one end of the fixing seat (71) is fixedly arranged between two adjacent template (2) pieces at the bottom end of the template (2), the bottom end of the fixing seat (71) is fixedly arranged in the foundation structure (4), the fixing seat (71) is far away from the other end of the template (2) and fixedly arranged with the reinforcing connecting rod (72) in a penetrating manner, and the reinforcing connecting rod (72) is fixedly supported on the outer side face of the template (2).
7. The basement side wall forming structure according to claim 6, wherein two reinforcing connecting rods (72) are arranged, the two reinforcing connecting rods (72) are horizontally penetrated and fixed on the fixing seats (71) respectively, the two reinforcing connecting rods (72) are all fixed on the outer side surface of the formwork (2) in a propping mode, a clamping assembly (8) is arranged on the two reinforcing connecting rods (72), and the clamping assembly (8) is used for being matched with the fixing seats (71) to clamp and fixedly connect the two reinforcing connecting rods (72) on the outer side surface of the formwork (2).
8. A basement side wall forming structure according to claim 3, wherein the water stop plate (3) is arranged as a water stop steel plate, and the top end of the water stop steel plate is welded and fixed with the side surface of the reinforcing steel bar (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323166892.6U CN221095203U (en) | 2023-11-22 | 2023-11-22 | Basement side wall forming structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323166892.6U CN221095203U (en) | 2023-11-22 | 2023-11-22 | Basement side wall forming structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221095203U true CN221095203U (en) | 2024-06-07 |
Family
ID=91315916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323166892.6U Active CN221095203U (en) | 2023-11-22 | 2023-11-22 | Basement side wall forming structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221095203U (en) |
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2023
- 2023-11-22 CN CN202323166892.6U patent/CN221095203U/en active Active
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