Light steel combined thermal insulation wall
By designing a light steel combined insulation wall including cement pressure plate, square tube steel, keel and pre-tightening components, the problem of inconvenient pre-tightening and installation in the prior art is solved, and the integrity and side bearing capacity are improved.
Patent Information
- Application Number
- CN202421390089.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-18
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-06-18
AI Technical Summary
In the prior art, it is not convenient to pre-tighten and install the insulation wall, resulting in poor integrity and side bearing capacity.
A light steel combined insulation wall is designed, including two cement pressure plates set up front and rear. The cement pressure plate is fixed and pre-tightened through square tube steel, keel, insulation groove, fixing plate, pre-tightening components and other components.
Through the design of preloading components, the movement of the front and rear side directions of the cement pressure plate can be effectively limited, the integrity of the installation and the resistance to side bearing capacity can be improved, and the problem of inconvenient preloading and installation can be solved.
Smart Images

Figure CN222759157U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of light steel combined thermal insulation wall and relates to a light steel combined thermal insulation wall. Background Art
[0002] Chinese patent CN117646578A discloses a fully assembled water pool insulation wall panel system suitable for large volumes. The invention includes two prefabricated columns and several prefabricated wall panels. The upper and lower layers of prefabricated wall panels have different thicknesses, the lower layer of prefabricated wall panels are thicker than the upper layer of prefabricated wall panels, and the prefabricated columns are T-shaped cross-sections. The prefabricated wall panels are new multi-rib composite structures with good thermal insulation performance, and the prefabricated columns are reinforced concrete structures. The prefabricated wall panels are provided with grooves on the sides for connecting with the prefabricated columns, square holes are provided on the back surface and at the intersection of the lower rib beam and the middle rib column, the square holes are opened from the back surface panel to the rib beam and rib column, longitudinal connection channels are provided in the middle of the upper and lower ends of the rib column, transverse connection channels are provided in the middle of the rib beam, and transverse connection channels are provided at the same height of the prefabricated column and the rib beam. Plate-column connection nodes are provided between the prefabricated wall panels and prefabricated columns, wall panel connection nodes are provided between adjacent wall panels on the same layer, and interlayer wall panel connection nodes are provided between adjacent wall panels between layers. This invention can solve the technical problems of poor connection integrity and lateral bearing capacity of the pool wall panels, but this technical solution is inconvenient to pre-tighten and install the insulation wall, so a light steel composite insulation wall is urgently needed. Utility Model Content
[0003] In view of the above problems, the utility model proposes a light steel composite insulation wall, which well solves the problem in the prior art that it is inconvenient to pre-tighten and install the insulation wall.
[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is as follows:
[0005] A light steel composite insulation wall comprises two cement pressure plates arranged front and back, wherein one of the cement pressure plates is provided with a square tube steel fixed to the other cement pressure plate, a plurality of keels evenly fixed on the two cement pressure plates are provided between the square tube steels, and insulation grooves are formed between adjacent keels, a fixing plate is fixedly connected to the upper side of the cement pressure plate, and pre-tightening components are provided on the front and rear sides of the lower part of the cement pressure plate to fix the cement pressure plate, and interface grooves are provided on both sides of the cement pressure plate, and the pre-tightening components are plugged into the interface grooves.
[0006] Preferably, the distance between adjacent keels is 40 cm, the interval between two cement pressure plates is 15-20 cm, the height of the cement pressure plates is 300 cm, and the length of the cement pressure plates is 800-1000 cm.
[0007] Preferably, the square steel tube is filled with concrete.
[0008] Preferably, a slide groove is opened on the upper side of the fixed plate, and a plurality of evenly distributed slide plates are slidably connected in the slide groove. A hanging plate is fixedly connected to the upper end of the slide plate, and hanging grooves are opened on both sides of the hanging plate.
[0009] Preferably, the pre-tightening component includes a pre-tightening plate, which has a slot, the pre-tightening plate is plugged into the interface slot, the pre-tightening plate has a strip-shaped through slot, a rotating screw is arranged in the strip-shaped through slot, a rotating cap is fixedly connected to the upper side of the rotating screw, a positioning slot is provided on the lower side of the pre-tightening plate, a base is provided on the lower side of the pre-tightening plate, a positioning plate is fixedly connected to the upper side of the base, the positioning plate is plugged into the positioning slot, the positioning plate and the positioning slot are inclined, and the positioning plate has a hole for threaded connection of the spiral screw.
[0010] Preferably, the diameter of the rotating cap is greater than the width of the strip-shaped through slot.
[0011] Preferably, the base is provided with a plurality of evenly distributed assembly holes.
[0012] Compared with the prior art, the utility model has the following beneficial effects:
[0013] 1. By rotating the rotating cap, the rotating cap drives the rotating screw to rotate, thereby mobilizing the rotating screw to move directly downward. When the rotating cap contacts the top of the strip-shaped through groove, the rotating cap continues to be rotated. At this time, the rotating screw moves downward and drives the preload plate to move downward along the positioning plate. At this time, it is convenient to extrude the front and rear sides of the cement pressure plate, thereby limiting the movement of the cement pressure plate in the front and rear directions.
[0014] 2. By passing locking screws through the suspension grooves, multiple suspension plates can be evenly fixed to the top of the wall, and the sliding grooves of the fixed plates can be slidably connected to the suspension plates, which is convenient for limiting the displacement of the fixed plates in the left and right directions. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a schematic diagram of the axonometric structure of the utility model.
[0016] Figure 2 It is a schematic diagram of the structure of the fixing plate removal of the utility model.
[0017] Figure 3 This is a schematic diagram of the square tube steel structure of the utility model.
[0018] Figure 4 It is a schematic diagram of the base structure of the utility model.
[0019] Figure 5 This is a schematic diagram of the positioning plate structure of the utility model.
[0020] Figure 6 It is a schematic diagram of the fixing plate structure of the utility model.
[0021] Figure 7 This is a schematic diagram of the suspension plate structure of the utility model.
[0022] Figure 8 For the utility model Figure 2 Schematic diagram of a partial enlargement of the K structure.
[0023] In the figure: 1. Cement pressure plate; 2. Pre-tightening component; 3. Suspension plate; 4. Square tube steel; 5. Keel; 6. Insulation trough; 7. Slot; 8. Rotating cap; 9. Strip through groove; 10. Pre-tightening plate; 11. Base; 12. Assembly hole; 13. Positioning plate; 14. Fixing plate; 15. Slide plate; 16. Positioning groove; 17. Interface groove. DETAILED DESCRIPTION
[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0025] See also Figure 1-8 The utility model provides a technical solution: a light steel composite insulation wall, comprising two cement pressure plates 1 arranged front and back, one of the cement pressure plates 1 is provided with a square tube steel 4 fixed to the other cement pressure plate 1, a plurality of keels 5 evenly fixed on the two cement pressure plates 1 are provided between the square tube steels 4, and insulation grooves 6 are formed between adjacent keels 5, a fixing plate 14 is fixedly connected to the upper side of the cement pressure plate 1, and pre-tightening components 2 are provided on the front and rear sides of the lower part of the cement pressure plate 1 to fix the cement pressure plate 1, and an interface groove 17 is opened on the side of the cement pressure plate 1 close to the square tube steel 4, and the pre-tightening component 2 is plugged into the interface groove 17.
[0026] The keel 5 has a supporting function and fixes the device to a suitable position through the pre-tightening component 2.
[0027] The distance between adjacent keels 5 is 40 cm, the interval between two cement pressure plates is 15-20 cm, the height of the cement pressure plates is 300 cm, and the length of the cement pressure plates is 800-1000 cm.
[0028] The square steel tube 4 is filled with concrete.
[0029] By filling the square steel tube 4 with concrete, the bearing capacity of the square steel tube 4 is improved.
[0030] A slide groove is formed on the upper side of the fixed plate 14, and a plurality of evenly distributed slide plates 15 are slidably connected in the slide groove. A hanging plate 3 is fixedly connected to the upper end of the slide plate 15, and hanging grooves are formed on both sides of the hanging plate 3.
[0031] By passing the locking screws through the suspension grooves, multiple suspension plates 3 are fixed to the top of the wall, and the sliding grooves of the fixing plates 14 are slidably connected to the suspension plates 3, which makes it easy to limit the displacement of the fixing plates 14 in the left and right directions.
[0032] The pre-tightening component 2 includes a pre-tightening plate 10, which has a slot 7, and is plugged into an interface slot 17. The pre-tightening plate 10 has a strip through slot 9, and a rotating screw is arranged in the strip through slot 9. A rotating cap 8 is fixedly connected to the upper side of the rotating screw. A positioning slot 16 is arranged on the lower side of the pre-tightening plate 10, and a base 11 is arranged on the lower side of the pre-tightening plate 10. A positioning plate 13 is fixedly connected to the upper side of the base 11, and the positioning plate 13 is plugged into the positioning slot 16. The positioning plate 13 and the positioning slot 16 are inclined, and the positioning plate 13 has a hole for threaded connection of the spiral screw.
[0033] The rotating cap 8 is rotated, and the rotating cap 8 drives the rotating screw to rotate, thereby driving the rotating screw to move directly downward. When the rotating cap 8 contacts the top of the strip-shaped through groove 9, the rotating cap 8 continues to be rotated. At this time, the rotating screw moves downward, and drives the pre-tightening plate 10 to move downward along the positioning plate 13. Since the interface groove 17 is plugged into the slot 7, the pre-tightening plate 10 moves toward the direction close to the interface groove 17, so that it is convenient to squeeze the front and rear sides of the cement pressure plate 1 through the pre-tightening plate 10, so as to achieve the effect of limiting the movement of the cement pressure plate 1 in the front and rear directions.
[0034] The diameter of the rotating cap 8 is greater than the width of the strip-shaped through slot 9 .
[0035] Since the diameter of the rotating cap 8 is greater than the width of the strip-shaped through slot 9 , the rotating cap 8 is rotated to drive the pre-tightening plate 10 to move toward the cement pressure plate 1 .
[0036] The base 11 is provided with a plurality of evenly distributed assembly holes 12 .
[0037] Pass the locking bolt through the assembly hole 12 to fix the position of the base 11 on the ground, and rotate the rotating cap 8. The rotating cap 8 drives the rotating screw to rotate, thereby mobilizing the rotating screw to move directly downward. When the rotating cap 8 contacts the top of the strip through groove 9, continue to rotate the rotating cap 8. At this time, while the rotating screw moves downward, it drives the pre-tightening plate 10 to move downward along the positioning plate 13. At this time, it is convenient to extrude the front and rear sides of the cement pressure plate 1, thereby limiting the movement of the cement pressure plate 1 in the front and rear directions.
[0038] When the utility model is in use, first use the locking screw to pass through the hanging groove to evenly fix multiple hanging plates 3 to the appropriate position on the wall top, and then move the fixing plate 14 to make the sliding groove of the fixing plate 14 slidably connected with the hanging plate 3, which is convenient for limiting the displacement of the fixing plate 14 in the left and right directions, and rotate the rotating cap 8, and the rotating cap 8 drives the rotating screw to rotate, thereby mobilizing the rotating screw to move directly downward. When the rotating cap 8 contacts the top of the strip through groove 9, the rotating cap 8 continues to rotate. At this time, the rotating screw moves downward and drives the pre-tightening plate 10 to move downward along the positioning plate 13. At this time, it is convenient to squeeze the front and rear sides of the cement pressure plate 1, so as to achieve the effect of limiting the movement of the cement pressure plate 1 in the front and rear directions.
[0039] Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments, or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A light steel composite insulation wall, characterized by: It includes two cement pressure plates arranged front and back, one of the cement pressure plates is provided with a square tube steel fixed to the other cement pressure plate, a plurality of keels evenly fixed on the two cement pressure plates are arranged between the square tube steels, adjacent keels are separated into insulation grooves, a fixing plate is fixedly connected to the upper side of the cement pressure plate, pre-tightening components are arranged on the front and rear sides of the lower part of the cement pressure plate to fix the cement pressure plate, interface grooves are opened on both sides of the cement pressure plate, and the pre-tightening components are plugged into the interface grooves.
2. The light steel composite insulation wall according to claim 1 is characterized in that: The distance between adjacent keels is 40 cm, the interval between two cement pressure plates is 15-20 cm, the height of the cement pressure plates is 300 cm, and the length of the cement pressure plates is 800-1000 cm.
3. The light steel composite insulation wall according to claim 2 is characterized in that: The square steel tube is filled with concrete.
4. The light steel composite insulation wall according to claim 3 is characterized in that: The upper side of the fixed plate is provided with a slide groove, in which a plurality of evenly distributed slide plates are slidably connected, and the upper end of the slide plate is fixedly connected with a hanging plate, and both sides of the hanging plate are provided with hanging grooves.
5. The light steel composite insulation wall according to claim 4 is characterized in that: The pre-tightening component includes a pre-tightening plate, which has a slot, the pre-tightening plate is plugged into the interface slot, the pre-tightening plate has a strip-shaped through slot, a rotating screw is arranged in the strip-shaped through slot, a rotating cap is fixedly connected to the upper side of the rotating screw, a positioning slot is provided on the lower side of the pre-tightening plate, a base is provided on the lower side of the pre-tightening plate, a positioning plate is fixedly connected to the upper side of the base, the positioning plate is plugged into the positioning slot, the positioning plate and the positioning slot are inclined, and the positioning plate has a hole for threaded connection of the spiral screw.
6. The light steel composite insulation wall according to claim 5 is characterized in that: The diameter of the rotating cap is greater than the width of the bar-shaped through slot.
7. The light steel composite insulation wall according to claim 5 is characterized in that: The base is provided with a plurality of evenly distributed assembly holes.
Citation Information
Patent Citations
Full-assembly type pool heat preservation wallboard system suitable for large size
CN117646578A