Light wallboard and main body integrated green building structure

Abstract

The utility model discloses a light wallboard and main body integrated green building structure, and belongs to the technical field of light wallboard construction. Which comprises a combined formwork supporting system, a light wall plate and a cast-in-place structural beam plate, the formwork supporting system achieves integrated synchronous construction of the light wall plate and a main body, and is characterized in that the light wall plate (10) is erected on the structural beam plate (7) and is fixedly connected with a cast-in-place steel bar (1) and the structural beam plate (7) through a clamping plate structure (22) and the like, a wrapping formwork is arranged outside the light wall plate (10), and the light wall plate (10) is fixedly connected with the structural beam plate (7). A bottom supporting seat (13) and an adjustable sealing support (31) are matched with a main ridge (4), a secondary ridge (3), an adjustable pull rod (8) and the like to form a reinforcing system, and the effect of integrated building construction is achieved. By means of the integrated green building structure of the light wallboard and the main body, integrated construction of the wallboard and the main body structure is achieved, and the problems that in the installation process of the wallboard, erecting and in-place are difficult, the high-altitude operation risk is large, and the operation space is limited are effectively solved.

Description

Technical Field

[0001] The invention relates to a green construction structure integrating a lightweight wall panel and a main body, and belongs to the technical field of lightweight wall panel construction. Background Art

[0002] In the field of construction engineering, prefabricated lightweight wall panels have occupied a dominant position in the application of non-load-bearing walls due to their outstanding characteristics of being lightweight, highly efficient and energy-saving. However, their large size and self-weight characteristics pose significant challenges during installation and construction. The erection and precise positioning of wall panels in special locations have become a difficult problem in the adoption of the technology, which not only increases the complexity of construction, but also introduces safety hazards that cannot be ignored. In particular, the installation of exterior walls is often accompanied by high-altitude operations, which multiplies the risks and requires strict prevention of falling objects and falling accidents from heights. In special engineering environments, such as the layout of stairs along the edge, the installation space is limited, and the fixed position of the climbing frame construction is limited. The installation of exterior wall panels faces the dual pressures of lack of protection and cramped space. The construction risk and the risk of safety accidents have increased significantly. Therefore, inventing a new type of green construction structure that integrates lightweight wall panels with the main body and strengthening safety management have become the key to ensuring the safety and efficiency of lightweight wall panel applications. Utility Model Content

[0003] The technical problem to be solved by the utility model is: to overcome the shortcomings of the existing technology and provide a green construction structure integrating lightweight wall panels and the main body, which realizes the integrated construction of wall panels and the main structure, and effectively solves the problems of difficulty in erecting and positioning the wall panels during installation, high risks of high-altitude operations, and limited operating space.

[0004] The technical solution adopted by the utility model to solve its technical problems is: the lightweight wall panel and the main body are integrated into a green construction structure, including casting formworks arranged at intervals, cast-in-place steel bars are arranged on the inner side of the casting formworks, and the area between the casting formworks is a concrete casting space. It is characterized in that: lightweight wall panels are provided, the lightweight wall panels and the casting formworks are both erected on the surface of the structural beam plate, the lightweight wall panels are embedded in the casting formworks, and the top and bottom of the lightweight wall panels are respectively provided with fixing units.

[0005] Preferably, the fixing unit arranged at the top of the lightweight wall panel is a clamping mechanism, and the top of the lightweight wall panel is fixed to the cast-in-place steel bars through the clamping mechanism; the fixing unit arranged at the bottom of the lightweight wall panel is a wall panel support mechanism, and the lightweight wall panel is fixed to the structural beam plate through the wall panel support mechanism.

[0006] Preferably, the clamping plate mechanism includes an upper clamping plate, which includes a clamping slot that opens downward and is clamped to the lightweight wall panel; a plurality of connecting rods for fixing to the cast-in-place steel bars are also provided on the upper surface of the upper clamping plate.

[0007] Preferably, a water stop strip is provided in the gap between the casting formwork and the lightweight wallboard.

[0008] Preferably, the wall panel support mechanism includes several card members fixed to the bottom of the lightweight wall panel, and several base members fixed to the surface of the structural beam plate. The number and position of the card members correspond one-to-one to the base members, and the card members are clamped on the outside of the corresponding base members.

[0009] Preferably, a plurality of secondary ribs are provided on the outside of the casting formwork on each side, and a plurality of groups of main ribs are provided on the outside of the secondary ribs. The main ribs on the outside of the casting formwork on both sides are fixed by tension bolts.

[0010] Preferably, a plurality of adjustable sealing supports are mounted on the upper portion of the main ribs located on the front side of the lightweight wallboard, support rods are provided on the top of all the adjustable sealing supports, and the secondary ribs located on the upper portion of the lightweight wallboard fall on the surface of the support rods.

[0011] Preferably, the adjustable sealing support includes a sealing support socket, and the four corners of the sealing support socket are provided with clamping angles for clamping with the main flutes;

[0012] A height-adjustable sealing screw is provided on one side of the sealing socket close to the casting template, a supporting angle steel is hinged on the top of the sealing screw, and the supporting rod is located on the top of the supporting angle steel.

[0013] Preferably, an adjustable tie rod is further provided on the side of the casting formwork, and the adjustable tie rod is respectively hung with the casting formwork and the structural beam and slab.

[0014] Preferably, the adjustable pull rod comprises a screw barrel, a pull rod bolt is respectively installed at both ends of the screw barrel through threads in opposite directions, and hooks are provided at the ends of the two pull rod bolts.

[0015] Compared with the prior art, the present invention has the following beneficial effects:

[0016] Through the integrated green construction structure of lightweight wall panels and the main body, the integrated construction of wall panels and the main structure is realized, effectively solving the problems of difficulty in erecting and positioning wall panels, high risks of high-altitude operations, and limited operating space during installation.

[0017] In this green construction structure in which the lightweight wall panel and the main body are integrated, the lightweight wall panel is fixed and positioned from the top and bottom of the lightweight wall panel by providing a wall support mechanism and a clamping mechanism.

[0018] In this green construction structure that integrates lightweight wall panels and the main body, water stop strips are set to avoid leakage during the pouring process, while reducing the potential leakage problem at the junction of different materials on the exterior wall, thereby greatly improving construction safety and efficiency and significantly improving construction quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 Schematic diagram of the green construction structure integrating lightweight wall panels and the main body.

[0020] Figure 2 This is a schematic diagram of the semi-demolished green construction structure integrating lightweight wall panels and the main body.

[0021] Figure 3 for Figure 1 Enlarged view of point A in the middle.

[0022] Figure 4 for Figure 1 Enlarged view of point B in the middle.

[0023] Figure 5 Schematic diagram of the green construction structural wall panel support mechanism that integrates lightweight wall panels with the main body.

[0024] Figure 6 for Figure 2 Enlarged view of point C in the middle.

[0025] Figure 7 for Figure 2 Enlarged view of point D in the middle.

[0026] Figure 8 Schematic diagram of the green construction structure bracket mechanism that integrates lightweight wall panels and the main body.

[0027] Figure 9 Schematic diagram of the green construction structure water stop strip that integrates lightweight wall panels and the main body.

[0028] Figure 10 Schematic diagram of the adjustable support structure for the integrated green construction of lightweight wall panels and the main body.

[0029] : Among them: 1. cast-in-place steel bars 2. upper formwork 3. secondary ribs 4. main ribs 5. tension bolts 6. lower formwork 7. structural beams and slabs 8. adjustable tie rods 9. beam and slab hanging rings 10. lightweight wall panels 11. bottom support square tubes 12. bottom rods 13. bottom support seats 14. card plates 15. card seats 16. baffles 17. tie rods 18. outer card plates 19. inner card plates 20. support legs 21. water stop strips 22. card plate mechanisms 23. connecting rods 24. upper card plates 25. water stop strips 26. fixing nails 27. tie rod heads 28. support rods 29. tie rod bolts 30. screw barrel 31. adjustable sealing support 32. connecting bolts 33. upper hinged plate 34. support angle steel 35. lower hinged plate 36. sealing support socket 37. clamping angle 38. adjusting square steel 39. sealing support nut 40. sealing support screw. DETAILED DESCRIPTION

[0030] Figures 1 to 10 This is the best embodiment of the present invention, Figures 1 to 10 The utility model is further described.

[0031] like Figures 1 and 2 As shown, the green construction structure integrating lightweight wall panels with the main structure includes a casting formwork, in which lightweight wall panels 10 are embedded. The lightweight wall panels 10 and the casting formwork are arranged vertically on the surface of the structural beam slab 7. The casting formwork includes two sets of casting formwork spaced apart, one at the front and the other at the back of the lightweight wall panels 10. The space between the two sets of casting formwork is the concrete pouring space. After the concrete is poured, the lightweight wall panels 10 and the main structure are integrated.

[0032] Each set of casting forms includes an upper form 2 and a lower form 6, with the lower form 6 positioned on either side of the lightweight wall panel 10, and the upper form 2 positioned above the lower form 6 and the lightweight wall panel 10. Cast-in-place reinforcement 1 is positioned inside each of the front and rear sets of casting forms. The cast-in-place reinforcement 1 comprises a steel mesh consisting of a plurality of horizontally arranged and vertically arranged steel bars interlaced. The specific arrangement is common knowledge in the art and will not be elaborated upon here.

[0033] Several secondary ribs 3 are arranged vertically on the front and rear casting forms, positioned sequentially on the upper and side portions of the lightweight wallboard 10. Several groups of primary ribs 4 are also positioned outside the secondary ribs 3 on both sides, spaced vertically along the casting form. The casting forms and the secondary ribs 3 are secured together by several sets of tension bolts 5 arranged sequentially along the length of each set of primary ribs 4. The arrangement of the tension bolts 5 and their attachment to the primary ribs 4 are also well-known in the art and will not be further elaborated here.

[0034] like Figure 3 As shown, bottom bars 12 are installed at the bottom of the casting formwork. These bars 12 are located on both sides of the front and rear ends of the lightweight wall panel 10. Four bottom bars 12 are located on the upper surface of the structural beam plate 7. Multiple bottom support mechanisms are installed on the outer side of each bottom bar 12. These bottom support mechanisms include a bottom support base 13 formed by multiple square tubes fixed end to end. The bottom support base 13 is preferably fixed into a rectangular shape by the square tubes.

[0035] The inner end of the bottom support seat 13 rests against the outer end surface of the bottom rod 12. Two bottom support square tubes 11 are vertically fixed on both sides of the outer end of the bottom support seat 13. The two bottom support square tubes 11 at the outer end of each bottom support seat 13 extend upward and are located on the outer side of the main rib 4. The tension bolts 5 corresponding to the bottom support square tubes 11 are clamped on the outer side of the bottom support square tubes 11. The bottom of the casting template is fixed by the bottom support mechanism.

[0036] Combine Figure 4At the bottom of the lightweight wall panel 10, multiple wall panel support mechanisms are sequentially arranged along the arrangement direction of the lightweight wall panel 10. The wall panel support mechanisms arranged on the front and rear sides of the lightweight wall panel 10 are used to position the lightweight wall panel 10. The wall panel support mechanisms include several clamping members 14 fixed to the bottom of the lightweight wall panel 10 and several base members 15 fixed to the surface of the structural beam plate 7. The number and position of the clamping members 14 correspond one-to-one with the base members 15.

[0037] Further integration Figure 5 The card member 14 includes an outer card plate 18, which includes two staggered plate surfaces, wherein a tie rod 17 is fixed to the upper plate surface, and a stop rod 16 is fixed to the other end of the tie rod 17. The stop rod 16 is stuck inside the lightweight wall panel 10. The stop rod 16 can be set inside the lightweight wall panel 10 when the lightweight wall panel 10 is manufactured. The tie rod 17 is vertically extended from the surface of the lightweight wall panel 10 and fixed to the outer card plate 18. The outer card plate 18 is preferably fixed to the tie rod 17 by a threaded connection. After the outer card plate 18 and the tie rod 17 are fixed, a slot is formed between the lower surface of the outer card plate 18 and the lightweight wall panel 10.

[0038] The bracket 15 includes an inner bracket 19 with an L-shaped cross-section. Multiple legs 20 are positioned at the bottom of the horizontal plate of the inner bracket 19. These legs secure the bracket 15 to the upper surface of the structural beam 7. Before the lightweight wall panels 10 are installed, the bracket 15 is pre-placed on the surface of the structural beam 7. When the lightweight wall panels 10 are installed, the outer bracket 18 engages the outer side of the inner bracket 19, securing and positioning the lightweight wall panels 10.

[0039] like Figure 6 As shown, a plurality of clamping mechanisms 22 are arranged at intervals on the top of the lightweight wall panel 10. The clamping mechanisms 22 are fixed to the cast-in-situ steel bars 1 to fix the top of the lightweight wall panel 10. Figure 8 As shown, the clamping mechanism 22 includes an upper clamping plate 24, which includes a downward-opening clamping slot. The width of the clamping slot is the same as the thickness of the lightweight wall panel 10, so that the clamping mechanism 22 can be clamped to the top of the lightweight wall panel 10. A plurality of connecting rods 23 are also provided on the upper surface of the upper clamping plate 24. The bottom of the connecting rods 23 is vertically fixed to the upper surface of the upper clamping plate 24, and the upper portion of the connecting rods 23 is vertically bent into a horizontal shape to facilitate fixation with the cast-in-place steel bars 1.

[0040] A water stop strip 21 is arranged on the inner side of the top of the lightweight wall panel 10 to prevent leakage when pouring concrete between the casting templates. Figure 9As shown, the water stop strip 21 includes a vertical plate and a horizontal plate vertically fixed in the middle of the vertical plate. A plurality of water blocking strips 25 are arranged along the length direction of the water stop strip 21 at the upper and lower parts of the vertical plate, and a plurality of fixing nails 26 are provided on the surface of the horizontal plate. The water stop strip 21 is fixed to the inner edge of the lightweight wall panel 10 by the fixing nails 26.

[0041] After the waterstop 21 is fixed to the inner edge of the lightweight wallboard 10, the lower portions of the horizontal and vertical plates of the waterstop 21 are respectively aligned with the two surfaces of the lightweight wallboard 10. Simultaneously, after the casting formwork is arranged, the lower edge of the section of the upper formwork 2 corresponding to the lightweight wallboard 10 is aligned with the upper portion of the vertical plate of the waterstop 21. Thus, the waterstop 21 seals the gap between the upper formwork 2 and the lightweight wallboard 10, preventing concrete leakage during pouring.

[0042] like Figure 7 As shown, an adjustable tie rod 8 for supporting the casting formwork is provided on the side of the casting formwork, and the adjustable tie rod 8 includes a screw barrel 30, and threads in opposite directions are opened at the upper and lower ends of the screw barrel 30, or a nut with reverse threads is fixedly provided, and tie rod bolts 29 are respectively installed at the upper and lower ends of the screw barrel 30 by threaded connection, and tie rod heads 27 are provided at the ends of the upper and lower tie rod bolts 29, and hooks are provided at the ends of the upper and lower tie rod heads 27.

[0043] A beam and slab hanging ring 9 is arranged in advance on the surface of the structural beam and slab 7, and a hanging ring is set at the end of the tension bolt 5 corresponding to the upper end of the adjustable tie rod 8. After the upper and lower hooks of the adjustable tie rod 8 are respectively hung on the beam and slab hanging ring 9 and the hanging ring at the end of the tension bolt 5, the two tie rod bolts 29 are moved relative to each other by rotating the screw barrel 30 to achieve side support for the casting formwork.

[0044] Among the aforementioned groups of main flutes 4, the main flutes 4 located at the top of the lightweight wallboard 10 are preferably implemented as longer main flutes 4, while the main flutes 4 located on the sides of the lightweight wallboard 10 are preferably implemented as shorter main flutes 4. Specifically, one group of main flutes 4 located in the height direction of the lightweight wallboard 10 is implemented as a longer main flute 4 whose length is greater than the width of the lightweight wallboard 10.

[0045] A plurality of adjustable sealing supports 31 are mounted on the surface of the longer main flutes 4 at the front side of the lightweight wallboard 10. Support rods 28 are provided on the top of all the adjustable sealing supports 31. The secondary flutes 3 at the upper part of the lightweight wallboard 10 rest on the upper part of the support rods 28. Figure 10 As shown, the adjustable seal support 31 includes a seal support socket 36, which is a rectangular base formed by multiple square tubes fixed end to end. A locking angle 37 is provided at the bottom of each of the four corners of the seal support socket 36. The four locking angles 37 are arranged in two groups, arranged in a front-to-back arrangement, and are locked to the upper portion of the corresponding main rib 4 through the front and rear locking angles 37.

[0046] An adjustable square steel bar 38 is vertically installed between a set of rear angles 37, with a sealing nut 39 installed at the upper end of the adjusting square steel bar 38. A sealing screw 40 is installed through the adjusting square steel bar 38 and is threadedly connected to the sealing nut 39. A lower hinge plate 35 is installed on top of the sealing screw 40. A set of upper hinge plates 33 are hinged to the upper portion of the lower hinge plate 35 via connecting bolts 32. A support angle steel 34 is fixed to the top of the upper hinge plate 33. The support rod 28 is supported by the support angle steel 34 at the top of all adjustable sealing struts 31.

[0047] The specific working process and working principle are as follows:

[0048] First, according to the size of the lightweight wall panel 10, the beam panel hanging ring 9 and the base member 15 are arranged on the surface of the structural beam panel 7, and then the lightweight wall panel 10 provided with the clamping member 14 is arranged on the surface of the structural beam panel 7, and positioned and clamped by the base member 15 and the clamping member 14.

[0049] Then, casting forms are arranged on both sides of the lightweight wall panel 10. Secondary ribs 3, primary ribs 4, adjustable sealing braces 31, and bottom support mechanisms are sequentially arranged on the outside of the casting forms on both sides. The casting forms on both sides are then secured by tension bolts 5. Adjustable tie rods 8 are then used on both sides to provide anti-overturning support for the casting forms on both sides. After the casting forms are reinforced and corrected, concrete is poured, and the formwork is removed after the concrete solidifies.

[0050] The above description is merely a preferred embodiment of the present invention and does not constitute any limitation thereto. Any person skilled in the art may utilize the above disclosure to modify or remodel the present invention into equivalent embodiments. However, any simple modification, equivalent variation, or modification of the above embodiment that does not depart from the technical content of the present invention and is based on the technical essence of the present invention shall still fall within the scope of protection of the present invention.

Claims

1. A green construction structure integrating a lightweight wall panel and a main body, comprising casting templates arranged at intervals, with cast-in-situ steel bars (1) arranged on the inner side of the casting templates, and the area between the casting templates being a concrete casting space, characterized in that: A lightweight wall panel (10) is provided, the lightweight wall panel (10) and the casting template are both erected on the surface of the structural beam plate (7), the lightweight wall panel (10) is embedded in the casting template, and the top and bottom of the lightweight wall panel (10) are respectively provided with fixing units.

2. The green building structure integrating lightweight wall panels and a main body according to claim 1 is characterized by: The fixing unit provided at the top of the lightweight wall panel (10) is a clamping plate mechanism (22), and the top of the lightweight wall panel (10) is fixed to the cast-in-place steel bar (1) via the clamping plate mechanism (22); the fixing unit provided at the bottom of the lightweight wall panel (10) is a wall panel support mechanism, and the lightweight wall panel (10) is fixed to the structural beam plate (7) via the wall panel support mechanism.

3. The green building structure integrating lightweight wall panels and a main body according to claim 2 is characterized by: The clamping plate mechanism (22) includes an upper clamping plate (24), the upper clamping plate (24) including a clamping opening facing downward and clamped to the lightweight wallboard (10); a plurality of connecting rods (23) for fixing to the cast-in-situ steel bars (1) are also provided on the upper surface of the upper clamping plate (24).

4. The green building structure integrating lightweight wall panels and a main body according to claim 2 or 3, characterized in that: A water stop strip (21) is also provided at the gap between the casting formwork and the lightweight wallboard (10).

5. The green building structure integrating lightweight wall panels and a main body according to claim 2 is characterized by: The wall panel support mechanism comprises a plurality of card plate members (14) fixed to the bottom of the lightweight wall panel (10), and a plurality of card seat members (15) fixed to the surface of the structural beam plate (7). The number and position of the card plate members (14) correspond to the card seat members (15) one by one, and the card plate members (14) are clamped on the outer sides of the corresponding card seat members (15).

6. The green building structure integrating lightweight wall panels and a main body according to claim 1 is characterized by: A plurality of secondary ribs (3) are arranged on the outside of the casting template on each side, and a plurality of main ribs (4) are arranged on the outside of the secondary ribs (3). The main ribs (4) on the outside of the casting templates on both sides are fixed by tension bolts (5).

7. The green building structure integrating lightweight wall panels and a main body according to claim 6 is characterized by: A plurality of adjustable sealing supports (31) are mounted on the upper portion of the main rib (4) located on the front side of the lightweight wall panel (10), and a support rod (28) is provided on the top of all the adjustable sealing supports (31). The secondary rib (3) located on the upper portion of the lightweight wall panel (10) rests on the surface of the support rod (28).

8. The green building structure integrating lightweight wall panels and a main body according to claim 7 is characterized by: The adjustable sealing support (31) includes a sealing support socket (36), and the four corners of the sealing support socket (36) are provided with clamping corners (37) for clamping with the main rib (4); A height-adjustable sealing screw (40) is provided on one side of the sealing socket (36) close to the casting template, a support angle steel (34) is hinged on the top of the sealing screw (40), and the support rod (28) is located on the top of the support angle steel (34).

9. The green building structure integrating lightweight wall panels and a main body according to claim 1 is characterized by: An adjustable pull rod (8) is also provided on the side of the casting template, and the adjustable pull rod (8) is respectively connected to the casting template and the structural beam plate (7).

10. The green building structure integrating lightweight wall panels and a main body according to claim 9 is characterized in that: The adjustable pull rod (8) includes a screw barrel (30), and a pull rod bolt (29) is respectively installed at both ends of the screw barrel (30) through threads in opposite directions, and hooks are provided at the ends of the two pull rod bolts (29).

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