Wall single-side truss type steel formwork and wall construction steel formwork

Abstract

The utility model relates to the technical field of civil engineering, and particularly discloses a wall single-side truss type steel formwork and a wall construction steel formwork, the truss type steel formwork comprises a steel panel and a truss unit, the truss unit is used as a supporting body of the steel panel to be fixedly connected with the steel formwork, and when the truss unit is used, the truss unit is fixedly connected with the steel formwork. The bottom of one side vertical face, close to the steel panel, of the truss unit is fixedly connected with a wall or a base, a vertical supporting mechanism is arranged at the bottom of the other side vertical face, away from the steel panel, of the truss unit and connected with the base, and an inclined supporting mechanism is arranged in the middle of the truss unit and connected with the base. The perpendicularity of the steel formwork is adjusted through the length-adjustable vertical supporting mechanism and the length-adjustable inclined supporting mechanism, operation is convenient, a large number of to-be-repaired bolt holes cannot appear in a built wall, the water leakage risk caused by repairing the bolt holes is avoided, and the later maintenance cost is reduced.

Description

Technical Field

[0001] This utility model relates to the field of civil engineering technology, specifically to a single-sided truss steel formwork for walls and a steel formwork for wall construction. Background Technology

[0002] With the rapid development of the construction industry, high-rise buildings and large-span structures are becoming increasingly common, placing higher demands on formwork systems during concrete wall pouring. Steel panels, due to their smooth surface, high strength, and good rigidity, can effectively ensure the accuracy and verticality of wall structures. Furthermore, their recyclability and rapid construction process give steel formwork significant advantages in building construction.

[0003] One common type is the wall tie-beam formwork system. This system mainly consists of steel panels, longitudinal and transverse joists, and through-wall tie bolts connecting the formwork on both sides of the wall. The through-wall tie bolts are used to adjust the verticality of the steel panels on both sides of the wall, and the structure is relatively simple. However, after the wall tie-beam formwork is removed, numerous tie bolt holes are left in the wall, requiring subsequent sealing. If the wall is used in special environments such as water storage stations or pumping stations, the waterproofing requirements for sealing these numerous bolt holes will be even higher. Even after prolonged use, there is still a risk of leakage, increasing the difficulty and cost of later maintenance. Utility Model Content

[0004] The purpose of this invention is to address the problems of high maintenance costs and difficult waterproofing construction associated with existing steel formwork systems, which require extensive waterproofing and repair after dismantling, especially in water-related applications. This invention provides a single-sided truss-type steel formwork and a construction steel formwork for walls. This new system eliminates the need for through-wall tie bolts for vertical adjustment. Instead, it utilizes truss units with a certain width and rigidity as the support structure, employing adjustable vertical and diagonal support mechanisms to adjust the verticality. This design is convenient, reduces the number of bolt holes requiring repair on the constructed walls, prevents leaks, and lowers maintenance costs.

[0005] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0006] A single-sided truss-type steel formwork for walls, comprising steel panels;

[0007] The truss unit includes a first side facade and a second side facade arranged opposite to each other. The first side facade is fixedly connected to the steel panel. A vertical support mechanism is connected to the bottom end of the second side facade, and an oblique support mechanism is connected to the second side facade. The lengths of the vertical support mechanism and the oblique support mechanism are adjustable.

[0008] This utility model provides a single-sided truss-type steel formwork for walls, comprising a steel panel and truss units. The truss units serve as supports for the steel panel and are fixedly connected to the steel formwork. In use, the bottom of the facade of the truss unit closest to the steel panel is fixedly connected to the wall or base. The bottom of the facade of the truss unit furthest from the steel panel is provided with a vertical support mechanism connected to the base, and a diagonal support mechanism is provided in the middle connected to the base. The entire single-sided truss-type steel formwork has a simple structure, utilizing truss units with a certain width and rigidity as supports for the entire steel formwork. The verticality of the steel panel is adjusted using adjustable vertical and diagonal support mechanisms. The steel panel is used as a cavity template for concrete pouring in the wall. This truss-type steel formwork is easy to operate, and the constructed wall will not have a large number of bolt holes that need repair, avoiding water leakage, reducing later maintenance costs, and facilitating widespread application.

[0009] In a preferred embodiment of this utility model, a steel section is provided between the steel panel and the first side facade, the steel section comprising a plurality of steel strips arranged longitudinally at intervals. Preferably, the plurality of steel strips are arranged at equal intervals longitudinally. Further, the steel strips include angle steel strips or channel steel strips.

[0010] As a preferred embodiment of the present invention, the first side facade includes a plurality of first vertical trusses arranged horizontally at intervals; the second side facade includes second vertical trusses and horizontal trusses that are perpendicularly connected to each other; there are at least two second vertical trusses arranged horizontally at intervals; there are at least two horizontal trusses arranged longitudinally at intervals.

[0011] As a preferred embodiment of this utility model, the vertical support mechanism includes a plurality of first support screws, which are arranged laterally at intervals, and the first support screws are connected to the bottom end of the first vertical truss.

[0012] The inclined support mechanism includes several second support screws, which are arranged laterally at intervals and connected to the middle of the first vertical truss.

[0013] As a preferred embodiment of this utility model, an operating platform is provided at the top of the first side facade and the second side facade, and a railing is provided on the upper part of the side of the operating platform away from the wall.

[0014] As a preferred embodiment of this utility model, a ladder is provided in the middle of the truss unit.

[0015] Another objective of this utility model is to provide a wall construction steel formwork including the above-mentioned single-sided truss steel formwork.

[0016] A steel formwork for wall construction includes a construction steel formwork unit, which includes two oppositely arranged truss-type steel formwork panels for the wall on one side, with two steel panels arranged opposite each other to form a concrete pouring space between the two steel panels; the vertical support mechanism and the inclined support mechanism are respectively fixedly connected to the outer base of the wall.

[0017] During construction, two opposing truss-style steel formwork panels on one side of the wall are combined to form a construction steel formwork unit. A concrete pouring space is created between the two panels. After the concrete is poured, the steel panels act as a retainer for the concrete. Once the concrete has cured, the supporting surface of the steel formwork forms a flat wall side. The structure is simple, the operation is convenient, and the wall side has a high degree of flatness.

[0018] As a preferred embodiment of this utility model, the feature is that a concrete pouring space is formed between the two steel panels, and the two steel panels respectively abut against the steel bars pre-embedded in the concrete pouring space.

[0019] As a preferred embodiment of this utility model, a plurality of construction steel formwork units are provided along the length of the wall, and the steel panels of adjacent construction steel formwork units are abutted and fixed.

[0020] As a preferred embodiment of this utility model, wall end templates are provided at both ends of the concrete pouring space, and the edges of the wall end templates are tightly and sealed to the steel panel.

[0021] As a preferred embodiment of this utility model, the truss units arranged opposite each other are provided with tie rods at the top.

[0022] In summary, due to the adoption of the above technical solution, the beneficial effects of this utility model are:

[0023] 1. The single-sided truss steel formwork for walls provided in this embodiment includes steel panels and truss units. The truss units serve as supports for the steel panels and are fixedly connected to the steel formwork. In use, the bottom of the facade of the truss unit closest to the steel panel is fixedly connected to the wall or base. The bottom of the facade of the truss unit furthest from the steel panel is provided with a vertical support mechanism connected to the base, and a diagonal support mechanism is provided in the middle connected to the base. The entire single-sided truss steel formwork structure is simple. It uses truss units with a certain width and rigidity as supports for the entire steel formwork. The verticality of the steel formwork is adjusted using adjustable vertical and diagonal support mechanisms. It is easy to operate, and the constructed wall will not have a large number of bolt holes to be repaired, avoiding water leakage, reducing later maintenance costs, and facilitating widespread application.

[0024] 2. This embodiment also provides a steel formwork for wall construction, including a construction steel formwork unit. Each unit comprises two opposing, single-sided truss-type steel formwork panels. The two steel panels are arranged opposite each other, forming a concrete pouring space between them. Each steel panel abuts against reinforcing bars embedded in the concrete pouring space. The vertical support mechanism and the diagonal support mechanism are fixedly connected to the outer base of the wall. After concrete pouring, the steel panels act as a retainer for the concrete. After the concrete solidifies, the support surface of the steel formwork forms a flat wall side. The structure is simple, the operation is convenient, and the wall side has high flatness, making it easy to promote and apply. Attached Figure Description

[0025] Figure 1 This is a schematic elevation view of the combined steel formwork and truss unit structure of this utility model.

[0026] Figure 2 This is a side view of the combined steel formwork and truss unit structure of this utility model.

[0027] Figure 3 This is a top view schematic diagram of the combined steel formwork and truss unit structure of this utility model.

[0028] Figure 4 This is a structural schematic diagram of the steel formwork for partial wall construction according to this utility model.

[0029] Figure 5 This is a schematic diagram of the steel formwork for the second layer of the wall construction of this utility model.

[0030] Marked in the image:

[0031] 1-Steel panel; 11-Concrete pouring space;

[0032] 2- Truss unit;

[0033] 21-First side elevation; 211-Steel strip; 212-First vertical truss;

[0034] 22-Second side elevation; 221-Vertical support mechanism; 222-Diagonal support mechanism; 223-Second vertical truss; 224-Horizontal truss;

[0035] 23-Operating platform; 231-Guardrail;

[0036] 24 - Ladder; 25 - Handle bar. Detailed Implementation

[0037] The present invention will now be described in detail with reference to the accompanying drawings.

[0038] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain this utility model and are not intended to limit this utility model.

[0039] Unless otherwise specified, the use of terms such as "upper," "lower," "left," "right," "center," "inner," and "outer" to indicate orientation or positional relationships in the description of specific embodiments of this utility model is based on the orientation or positional relationships shown in the accompanying drawings, or the orientation or positional relationship in which the utility model product / equipment / device is usually placed during use. These terms are merely for the purpose of facilitating the description of the utility model solution or simplifying the description in specific embodiments, and for enabling those skilled in the art to quickly understand the solution, and do not indicate or imply that a specific device / component / element must have a specific orientation, or be constructed and operated in a specific positional relationship. Therefore, they should not be construed as limitations on this utility model.

[0040] Furthermore, the use of terms such as "horizontal," "vertical," "suspended," and "parallel" does not imply that the corresponding device / component / element must be absolutely horizontal, vertical, suspended, or parallel, but rather that it can be slightly tilted or have a deviation. For example, "horizontal" merely means that its direction is more horizontal relative to "vertical," not that the structure must be completely horizontal, but can be slightly tilted. Alternatively, it can be simplified to mean that the corresponding device / component / element, when set in a "horizontal," "vertical," "suspended," or "parallel" direction, can have an error / deviation of ±10% relative to the corresponding direction, more preferably within ±8%, more preferably within ±6%, more preferably within ±5%, and more preferably within ±4%. As long as the corresponding device / component / element is within the error / deviation range, it can still achieve its function in the present invention.

[0041] Furthermore, the use of terms such as "first," "second," "third," etc. in terminology is merely for distinguishing identical or similar components and should not be interpreted as emphasizing or implying the relative importance of a particular component.

[0042] Furthermore, in the description of the embodiments of this utility model, "several", "multiple", and "several" represent at least two. The number can be any number, such as two, three, four, five, six, seven, eight, or nine, and can even exceed nine.

[0043] Furthermore, in the description of the technical solution of this utility model, unless otherwise explicitly specified / limited / restricted, the terms "set up," "install," "connect," "link," "equipped with," "laid out," and "arranged" should be interpreted broadly. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to common connection methods in the art, such as welding, riveting, bolting, and threaded connections. Such connections can be mechanical, electrical, or communication connections; they can be direct connections or indirect connections through an intermediate medium; and they can refer to the internal communication between two components.

[0044] Example 1

[0045] like Figures 1-5 As shown, this embodiment provides a single-sided truss-type steel formwork for a wall, including a steel panel 1;

[0046] The truss unit 2 includes a first side facade 21 and a second side facade 22 arranged opposite to each other. The first side facade 21 is fixedly connected to the steel panel 1. A vertical support mechanism 221 is connected to the bottom end of the second side facade 22, and an oblique support mechanism 222 is connected to the second side facade 22. The lengths of the vertical support mechanism 221 and the oblique support mechanism 222 are adjustable.

[0047] The single-sided truss-type steel formwork for walls provided in this embodiment includes steel panels and truss units. The truss units serve as supports for the steel panels and are fixedly connected to the steel formwork. In use, the bottom of the facade of the truss unit closest to the steel panel is fixedly connected to the wall or base. The bottom of the facade of the truss unit furthest from the steel panel is provided with a vertical support mechanism connected to the base, and a diagonal support mechanism is provided in the middle connected to the base. The entire single-sided truss-type steel formwork for walls has a simple structure. It uses truss units with a certain width and rigidity as supports for the entire steel formwork. The verticality of the steel formwork is adjusted using adjustable vertical and diagonal support mechanisms. It is easy to operate, and the constructed wall will not have a large number of bolt holes to be repaired, avoiding water leakage, reducing later maintenance costs, and facilitating widespread application.

[0048] In some embodiments, a steel section is provided between the steel panel 1 and the first side facade 21, the steel section comprising a plurality of longitudinally spaced steel bars 211. In some embodiments, the steel panel 1 and the truss unit 2 are fixedly connected by welding. The steel section improves the convenience of connecting the steel panel 1 and the truss unit 2, and the truss unit 2 provides better support for the steel panel 1. Preferably, the plurality of steel bars 211 are arranged at equal longitudinal intervals.

[0049] In some implementations, such as Figures 1-3 As shown in the figure, a→ represents the longitudinal direction, and b→ represents the transverse direction. The first side facade 21 includes several first vertical trusses 212 arranged laterally at intervals; the second side facade 22 includes several second vertical trusses 223 arranged laterally at intervals and several horizontal trusses 224 arranged longitudinally at intervals connected to the second vertical trusses 223. The truss unit is a structure with a certain width and a certain rigidity, which can provide stable support for the steel formwork. The truss unit with a certain width includes two side facades arranged opposite each other. The two side facades are composed of some vertical trusses and horizontal trusses, which are lightweight and more convenient to construct. Specifically, in some embodiments, the first vertical truss and the second vertical truss are arranged opposite each other, and the longitudinal direction between them includes several horizontal braces (arranged perpendicular to the wall direction) and / or several diagonal braces to form a connection; the first vertical truss and the adjacent second vertical trusses arranged opposite the first vertical truss are connected by longitudinally spaced several diagonal brace structures.

[0050] In some implementations, such as Figure 4 and Figure 5 As shown, the vertical support mechanism 221 includes a plurality of horizontally spaced, length-adjustable first support screws, which are connected to the bottom end of the first vertical truss 212.

[0051] The inclined support mechanism 222 includes several horizontally spaced, diagonally adjustable second support screws, which are connected to the middle of the first vertical truss 212. Using several spaced, adjustable screws as both the vertical and inclined support mechanisms results in simple operation and low structural cost.

[0052] In some embodiments, an operating platform 23 is provided at the top of the first side facade 21 and the second side facade 22, and a railing 231 is provided on the upper part of the side of the operating platform 23 away from the wall. The truss unit provided in this application includes a first side facade and a second side facade arranged opposite each other, forming a structure with a certain width. The operating platform is set at the top with the first side facade and the second side facade as supports, which is convenient for construction, eliminates the need for additional equipment as an operating platform, and reduces operating costs. The railing is provided at the edge of the operating platform to increase safety.

[0053] In some embodiments, a ladder 24 is provided in the middle of the truss unit 2. The ladder can increase the convenience of operation for construction personnel. Specifically, in some embodiments, the ladder is located on the first side facade, and the operating platform at the top of the ladder has an entrance and exit to facilitate personnel access from the ladder to the operating platform.

[0054] This embodiment also provides a wall construction steel formwork, including a construction steel formwork unit. The construction steel formwork unit includes two oppositely arranged single-sided truss steel formworks of the wall, two steel panels 1 are arranged oppositely, and a concrete pouring space 11 is formed between the two steel panels 1. The two steel panels 1 respectively abut against the steel bars pre-embedded in the concrete pouring space 11; the vertical support mechanism 221 and the inclined support mechanism 222 are respectively fixedly connected to the outer base of the wall.

[0055] During construction, two opposing truss-style steel formwork panels on one side of the wall are combined to form a construction steel formwork unit. A concrete pouring space is created between the two panels. After the concrete is poured, the steel panels act as a retainer for the concrete. Once the concrete has cured, the supporting surface of the steel formwork forms a flat wall side. The structure is simple, the operation is convenient, and the wall side has a high degree of flatness.

[0056] In some embodiments, a concrete pouring space 11 is formed between the two steel panels 1, and the two steel panels 1 respectively abut against the reinforcing bars pre-embedded in the concrete pouring space 11. Some concrete walls are reinforced concrete walls, and a reinforcing cage is tied in the concrete pouring space.

[0057] In some embodiments, a plurality of construction steel formwork units are arranged along the length of the wall, and the steel panels 1 between adjacent construction formwork units are abutted and fixed. When the length of the wall is large, it can include a plurality of connected construction steel formwork units, which is simple to operate and convenient for construction.

[0058] In some embodiments, wall end templates are provided at both ends of the concrete pouring space 11, and the edges of the wall end templates are securely and tightly connected to the steel panel. The wall end templates allow the concrete pouring space to be enclosed on all four sides, forming a wall after the concrete has hardened. In some embodiments, angle steel is provided at the openings at both ends of the wall construction steel template, and the two ends of the angle steel are fixedly connected to the steel panel.

[0059] In some embodiments, the truss units 2 arranged opposite each other are provided with tie rods 25 at the top. In some embodiments, the height of the truss unit is greater than that of the steel formwork, and the tie rods between the truss units arranged opposite each other can better hold the steel formwork together and increase the stability of the entire device.

[0060] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A single-sided truss-type steel formwork for walls, characterized in that, include Steel panel (1); Truss unit (2), the truss unit (2) includes a first side facade (21) and a second side facade (22) arranged opposite to each other, the first side facade (21) being fixedly connected to the steel panel (1); A vertical support mechanism (221) is connected to the bottom of the second side facade (22), and an oblique support mechanism (222) is connected to the top of the second side facade (22). The lengths of the vertical support mechanism (221) and the inclined support mechanism (222) are adjustable.

2. The single-sided truss steel formwork for walls according to claim 1, characterized in that, A steel section is provided between the steel panel (1) and the first side facade (21), and the steel section includes a plurality of steel strips (211) arranged longitudinally at intervals.

3. The single-sided truss steel formwork for walls according to claim 2, characterized in that, The first side facade (21) includes a plurality of first vertical trusses (212) arranged horizontally at intervals; The second side facade (22) includes a second vertical truss (223) and a horizontal truss (224) that are perpendicularly connected to each other; There are at least two second vertical trusses (223), and the second vertical trusses (223) are arranged laterally at intervals; There are at least two horizontal trusses (224), and the horizontal trusses (224) are arranged longitudinally at intervals.

4. The single-sided truss steel formwork for walls according to claim 3, characterized in that, The vertical support mechanism (221) includes a plurality of first support screws, which are arranged laterally at intervals. The first support screws are connected to the bottom end of the first vertical truss (212). The inclined support mechanism (222) includes a plurality of second support screws, which are arranged laterally at intervals. The second support screws are connected to the middle part of the first vertical truss (212).

5. The single-sided truss steel formwork for walls according to any one of claims 1-4, characterized in that, An operating platform (23) is provided at the top of the first side facade (21) and the second side facade (22), and a railing (231) is provided on the upper part of the side of the operating platform (23) away from the wall.

6. The single-sided truss steel formwork for walls according to claim 5, characterized in that, A ladder (24) is provided in the middle of the truss unit (2).

7. A steel formwork for wall construction, characterized in that, The system includes a construction steel formwork unit, which includes two opposing truss-type steel formwork panels for a wall as described in any one of claims 1-6. The two steel panels (1) are arranged opposite to each other, and a concrete pouring space (11) is formed between the two steel panels (1). The vertical support mechanism (221) and the inclined support mechanism (222) are respectively fixedly connected to the outer base of the wall.

8. The steel formwork for wall construction according to claim 7, characterized in that, Several construction steel formwork units are set along the length of the wall, and the steel panels (1) between adjacent construction steel formwork units are abutted and fixed.

9. The steel formwork for wall construction according to claim 8, characterized in that, The two ends of the concrete pouring space (11) are provided with wall end templates, and the edges of the wall end templates are tightly and closedly connected to the steel panel (1).

10. The steel formwork for wall construction according to claim 9, characterized in that, The truss units (2) arranged opposite each other are provided with tie rods (25) on their tops.

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