Device for replacing roof flower stand concrete latticed column with ALC plate
By using ALC plates to replace the roof flower frame concrete lattice columns, and using the connection between ALC plates and steel beams and floor slabs, the problem of low construction efficiency of roof flower frame lattice columns is solved, and efficient prefabricated plate construction is achieved.
Patent Information
- Application Number
- CN202422326572.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-24
- Publication Date
- 2025-07-04
- Estimated Expiration
- 2034-09-24
AI Technical Summary
The construction efficiency of existing roof tile lattice columns is low and the construction period is long.
ALC plate is used instead of concrete lattice columns, and the construction of prefabricated plates is achieved through the connection between the first ALC plate and the second ALC plate, and the adhesive and pipe card are used to connect with the steel beam and the floor plate to achieve prefabricated plate construction.
Improve construction efficiency, shorten the construction period, and avoid on-site concrete pouring.
Smart Images

Figure CN223061888U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of construction technology, and particularly to a device for replacing the concrete lattice columns of a roof trellis with ALC boards. Background Art
[0002] A roof trellis generally includes load-bearing columns and lattice columns, and the number of lattice columns is relatively large.
[0003] The existing lattice columns of roof trellises are of reinforced concrete structure. Each single lattice column has a small volume, and the number of roof lattice columns is large. The construction of the cast-in-place structure is relatively difficult and the construction period is relatively long. Utility Model Content
[0004] The embodiments of this specification provide a device for using ALC boards for the concrete lattice columns of a roof trellis to solve the problem of low construction efficiency of roof trellises in lattice columns in the prior art.
[0005] The technical solutions provided by the embodiments of this specification are as follows:
[0006] The embodiments of this application provide a device for replacing the concrete lattice columns of a roof trellis with ALC boards, including a first ALC board and a second ALC board, and the first ALC board and the second ALC board are connected by an adhesive.
[0007] A sub-groove is provided on the side surface of the first ALC board, and a mother-groove matching the sub-groove is provided on the side surface of the second ALC board.
[0008] First pipe clamps are respectively inserted at the top and bottom of the first ALC board. The top and bottom of the first ALC board are respectively connected to a steel beam and a floor slab through the first pipe clamps, and adhesives are respectively provided at the top and bottom of the first ALC board.
[0009] Second pipe clamps are respectively inserted at the top and bottom of the second ALC board. The top and bottom of the second ALC board are respectively connected to a steel beam and a floor slab through the second pipe clamps, and adhesives are respectively provided at the top and bottom of the second ALC board.
[0010] Further, the pipe clamp has a T-shaped structure, including a bottom plate and a column provided on the bottom plate.
[0011] Further, a cross beam is provided at the top of the column, and slots capable of inserting the cross beam are respectively provided at the top and bottom of the first ALC board.
[0012] Further, the adhesive includes mortar.
[0013] Further, the pipe clamp is made of Q235B galvanized material with a thickness of not less than 1.5 mm.
[0014] Further, the structure of the sub-groove is a wavy structure.
[0015] The above at least one technical solution adopted in the embodiments of the present application can achieve the following beneficial effects: By using precast slabs for the construction of the lattice columns of the roof flower rack, it is not necessary to pour concrete on site, which greatly improves the construction efficiency and reduces the construction period. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The drawings described herein are used to provide a further understanding of the present application, and constitute a part of the present application. The schematic embodiments and descriptions thereof of the present application are used to explain the present application, and do not constitute an improper limitation of the present application. In the drawings:
[0017] Figure 1 It is a schematic structural diagram of the device provided by the embodiments of the present specification.
[0018] Figure 2 It is a schematic structural diagram of the pipe clamp provided by the embodiments of the present specification.
[0019] Figure 3 It is a schematic structural diagram of the use state provided by the embodiments of the present specification. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0020] To make the objectives, technical solutions and advantages of the present application clearer, the technical solutions of the present application will be clearly and completely described below in conjunction with the specific embodiments of the present application and the corresponding drawings. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present application without creative efforts shall fall within the protection scope of the present application.
[0021] The following will, with reference to the drawings, detail the technical solutions provided by the embodiments of the present application.
[0022] Embodiment 1
[0023] Embodiment 1 of the present specification provides a device for replacing the concrete lattice columns of the roof flower rack with ALC boards. Please refer to Figure 1 As shown, it includes a first ALC board 1 and a second ALC board 2. The first ALC board and the second ALC board are connected by an adhesive; a sub-groove 3 is provided on the side of the first ALC board 1, and a mother-groove 4 matching the sub-groove is provided on the side of the second ALC board 2; first pipe clamps 5 are respectively inserted at the top and bottom of the first ALC board 1, and the top and bottom of the first ALC board are respectively connected to the steel beam A and the floor slab B through the first pipe clamps, and adhesives are respectively provided at the top and bottom of the first ALC board; second pipe clamps 6 are respectively inserted at the top and bottom of the second ALC board 2, and the top and bottom of the second ALC board are respectively connected to the steel beam and the floor slab through the second pipe clamps, and adhesives are respectively provided at the top and bottom of the second ALC board.
[0024] Preferably, the first pipe clamp (the first and second pipe clamps have the same structure and are collectively referred to as pipe clamps herein) has a T-shaped structure and includes a bottom plate 51 and a column 52 provided on the bottom. The adhesive includes mortar.
[0025] Preferably, refer to Figure 2 As shown, a cross beam 53 is provided at the top of the column 52, and slots capable of inserting the cross beam are respectively provided at the top and bottom of the first ALC board. The setting of the cross beam can improve the stability of the board and prevent the board from rotating during the installation process.
[0026] Embodiment 2
[0027] Embodiment 2 of this specification provides a construction method using ALC boards to replace the concrete lattice columns of the roof flower rack, including:
[0028] S1. Drawing and positioning: Draw positioning lines to determine the installation positions of the ALC boards;
[0029] It should be noted that before installation, first clean the base layer, position the installation positions of the ALC boards and draw positioning lines, and then use a twist drill to drill holes at the pipe clamp insertion positions 80 mm from the board end. The drawing and positioning method can use the traditional drawing method. For example, use a laser level to position the ALC boards on the floor slab / concrete beam, and use a 14 mm twist drill to drill holes at the pipe clamp insertion positions 80 mm from the board end.
[0030] S2. Installation of the first ALC board: After determining that the moisture content of the first ALC board is within the specified threshold, lift the first ALC board, insert the first pipe clamps at the bottom and top of the first ALC board respectively, install the first ALC board to the corresponding positioning lines, and connect the two first pipe clamps to the steel beam and the floor slab respectively;
[0031] In a possible implementation, the pipe clamp is made of Q235B galvanized material with a minimum thickness of 1.5 mm. Before installation, first clean the base layer. During the construction of the pipe clamp, insert the pipe clamp at a position 80 mm from one side of the board end. During installation, first insert the pipe clamp along the thickness direction of the ALC board into the corresponding hole positions, and then use an upright board machine to stand up the strip board and install it to the positioning lines.
[0032] Further, check the specifications of the connectors and tools before the start of installation; during the installation process, first position and then install to ensure that there is no interference with the steel bars inside the board; after installation, check whether there are cracks around the installation positions of the boards and whether the connectors are loose, etc. The moisture content of the ALC board should be detected before standing up the board and should be controlled within 30%.
[0033] When hoisting, fix one end of the sling to the winch hook, and let the other end go around the wall panel (the panel refers to the ALC panel) for one week, then hoist the wall panel by the winch. Before installing the wall panel, clean the working surface and the panel, and there shall be no dust, oil stains or other sundries. Apply the special ALC adhesive fully in the male and female grooves on the side of the already installed wall panel, and the mortar in the groove shall not be less than half of the groove depth. If the mortar drops to the ground, it is strictly prohibited to use it again. The adhesive caulking is generally not less than 4 - 5 mm from the panel surface to make the joint between the wall panels more flat and firm. The pipe clamp is fixed to the structure by shooting nails, and 2 shooting nails are used for a single pipe clamp.
[0034] S3. Installation of the second ALC panel: Apply the adhesive on the fitting side of the first ALC panel. After determining that the moisture content of the second ALC panel is within the specified threshold, hoist the second ALC panel, insert the second pipe clamps at the bottom and top of the second ALC panel respectively, fit the second ALC panel with the first ALC panel to extrude the mortar, and the width of the vertical joint after extrusion shall be within the threshold, then connect the two second pipe clamps to the steel beam and the floor slab respectively;
[0035] In a possible implementation, the installation method is basically the same as that of the first ALC panel. The difference is that a crowbar is used as an aid to push the second ALC panel towards the already installed panel (the first ALC panel); the adhesive extrudes from the panel joint, ensuring that the width of the vertical joint after extrusion is about 5 mm and the upper and lower vertical joint widths are the same to ensure the bonding force between the wall panels. Mortar should be scraped and plastered on both sides of the end of the already installed panel. Half of the groove of the panel to be installed (the second ALC panel) is filled with mortar, and mortar is not scraped and plastered on both sides of the end of the panel to be installed to prevent it from falling off during handling, standing the panel and installation; for the panels with a lower height, the manual pushing method can be adopted, and for the large panels, methods such as crowbars and straps can be used to ensure uniform stress; after the mortar extrusion is completed, the panel should be fixed in time and the mortar extrusion effect should be checked. If there are voids, they should be repaired immediately.
[0036] It should be noted that the thickness of the mortar scraping and plastering during the mortar extrusion operation should be strictly guaranteed to ensure the density of the bonding mortar; the panels shall not be freely fitted into place, and a crowbar or a strap (for larger panels) shall be used to make the two panels close to each other to ensure uniform mortar extrusion; to ensure compatibility and the quality of the wall panel joints, the special ALC adhesive mortar shall be used for the panel joint adhesive mortar, and it shall not be mixed or replaced.
[0037] S4. Adhesive filling: Use auxiliary equipment to make gaps exist between the top and bottom of the installed first ALC panel and the second ALC panel and the steel beam and the floor slab respectively, and fill the adhesive in the gaps;
[0038] In a possible implementation, clean the working surface at the bottom of the ALC board. Place 2 triangular wooden wedges or rubber pads on each side of the wall board as temporary fixation for the wall board. The gaps at the top and bottom of the board are both 1 - 2 cm. When erecting the board, it is advisable to use a winch or a truck crane to improve the installation efficiency and ensure the safety of wall board installation. Push and fill the adhesive with a narrow putty knife until it overflows from the other side of the bottom board seam; use a putty knife to smooth both sides. The bottom board seam after filling should be full without omission to prevent cracking caused by board settlement; after the mortar reaches the required strength, remove the wooden wedges and repair the positions where the wooden wedges were filled with a homogeneous special adhesive. If rubber pads are used, the work can be completed in one go.
[0039] It should be noted that before installation, the plates and processes shall be rechecked according to the construction drawings; during the installation process, the same point on the plate shall be positioned twice to ensure the verticality of the plate, and check whether the amount of plastering is sufficient; after installation, check whether the caulking and bedding mortar are full and meet the process requirements.
[0040] After the adhesive reaches the required hardness, the construction is completed.
[0041] It should be noted that when the board length ≤ 4m, the bottom of the strip board does not need to be fixed; when the board length > 4m, a pipe clamp is set below. The pipe clamp is made of Q235B galvanized material with a minimum thickness of 1.2 mm.
[0042] It also should be noted that the term "comprises", "comprising", or any other variation thereof is intended to cover a non - exclusive inclusion, such that a process, method, commodity, or device that comprises a series of elements includes not only those elements but also other elements not expressly listed, or elements that are inherent to such process, method, commodity, or device. Without further limitation, an element limited by the phrase "comprising an..." does not exclude the presence of additional identical elements in the process, method, commodity, or device that comprises the said element.
[0043] The above - mentioned are only the embodiments of the present application and are not used to limit the present application. For those skilled in the art, various changes and modifications can be made to the present application. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included within the scope of the claims of the present application.
Claims
1. An apparatus for replacing the concrete lattice columns of the roof flower rack with ALC boards, characterized in that, It includes a first ALC board and a second ALC board, and the first ALC board and the second ALC board are connected by an adhesive; A sub-groove is provided on the side surface of the first ALC board, and a mother-groove matching the sub-groove is provided on the side surface of the second ALC board; First pipe clamps are respectively inserted at the top and bottom of the first ALC board. The top and bottom of the first ALC board are respectively connected to a steel beam and a floor through the first pipe clamps, and adhesives are respectively provided at the top and bottom of the first ALC board; Second pipe clamps are respectively inserted at the top and bottom of the second ALC board. The top and bottom of the second ALC board are respectively connected to a steel beam and a floor through the second pipe clamps, and adhesives are respectively provided at the top and bottom of the second ALC board.
2. The device for replacing the concrete lattice column of the roof flower rack with an ALC board according to claim 1, characterized in that, The pipe clamp has a T-shaped structure and includes a bottom plate and a column provided on the bottom plate.
3. The device for replacing the concrete lattice column of the roof flower rack with an ALC board according to claim 2, characterized in that, A cross beam is provided at the top of the column, and slots capable of inserting the cross beam are respectively provided at the top and bottom of the first ALC board.
4. The device for replacing the concrete lattice column of the roof flower rack with an ALC board according to claim 1, wherein, The adhesive includes mortar.
5. The device for replacing the concrete lattice column of the roof flower rack with an ALC board according to claim 1, characterized in that, The pipe clamp is made of Q235B galvanized material with a thickness not less than 1.5 mm.
6. The device for replacing the concrete lattice column of the roof flower rack with an ALC board according to claim 1, wherein The sub-groove structure is a wavy structure.