Fabricated frame column bottom joint bin-dividing construction structure
By using prefabricated concrete columns, grouting sleeves and special tools for warehouse sealing at the bottom node of the prefabricated frame column, the problems of material waste and construction waste in the traditional warehouse sealing method are solved, and efficient warehouse sealing molding and construction are achieved. Quality improvement.
Patent Information
- Application Number
- CN202411744618.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Priority Date
- 2024-11-27
- Filing Date
- 2024-12-01
- Publication Date
- 2025-02-18
AI Technical Summary
In the construction of prefabricated frame structures, the traditional mortar slope sealing method leads to waste of materials, large labor investment and a large amount of construction waste.
Design a construction structure of a prefabricated frame column bottom node sub-warehouse, using precast concrete columns, grouting sleeves and special tools for sealing ware, and filling grouting materials are filled with special tools for sealing in the cavity of the bottom of the grouting column to achieve effective sealing materials. forming.
It reduces the use of materials and the generation of construction waste, avoids the problem of slurry leakage, improves the construction quality, saves labor and speeds up the construction progress.
Smart Images

Figure CN119466166A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the field of prefabricated buildings, and in particular to a sub-compartment construction structure for bottom nodes of prefabricated frame columns. Background Art
[0002] During the construction of prefabricated frame structures, there is a 20mm gap between the prefabricated frame columns and the structural layer, which needs to be filled with high-pressure grouting materials. In order to ensure that the grouting materials can be constructed normally, the frame columns are currently sealed with mortar around them to form a closed space at the bottom of the frame columns. The traditional construction method is to use mortar to touch the slope and seal the warehouse around the frame columns. This construction method is more wasteful of materials and labor. At the same time, the mortar slope needs to be removed during ground construction, and a large amount of construction waste is generated and needs to be removed.
[0003] The main reason for the above problems is that the sealing material cannot enter the assembled column and cannot be formed inside the column. In addition, the slope sealing material is not dense and is prone to leakage holes. The mortar slope is used for sealing during the construction process, which is relatively complicated and requires a large investment. Summary of the invention
[0004] The purpose of the present invention is to design a sub-compartment construction structure for the bottom node of an assembled frame column in view of the deficiencies in the prior art, so as to solve the problem that the traditional construction method wastes materials and labor and generates a large amount of construction waste.
[0005] In order to achieve the above-mentioned purpose, the present invention provides a sub-compartment construction structure of the bottom node of an assembled frame column, which adopts the following technical scheme, including: a precast concrete column, wherein key grooves are arranged at the bottom and top of the precast concrete column, a plurality of grouting sleeves are vertically arranged inside the precast concrete column, steel bars are arranged inside the grouting sleeves, a grouting column bottom cavity is provided between the precast concrete column and the structural layer, a special sealing tool is provided in the bottom cavity of the grouting column, and the bottom of the precast concrete column is located in the special sealing tool and is filled with grouting material.
[0006] Furthermore, a plurality of bottom grouting holes are provided on the bottom side wall of the precast concrete column, and the bottom grouting holes are communicated with the grouting sleeve and the bottom cavity of the grouting column.
[0007] Furthermore, a bunker sealing material is fixed on the outer side of the bunker sealing special tool, and the outer side of the bunker sealing material is flush with the outer side of the precast concrete column.
[0008] Furthermore, the special tool for sealing the chamber includes a sealing part, the height of the sealing part is the same as the height of the cavity at the bottom of the grouting column, a bending part is provided at one end of the sealing part, a connecting part is provided at the other end of the bending part, and a gripping part is provided at the other end of the connecting part.
[0009] Furthermore, the blocking portion is parallel to the outer side of the precast concrete column and penetrates into the precast concrete column by a distance of 5 to 10 mm.
[0010] Furthermore, the height of the cavity at the bottom of the grouting column is 20 cm, and the thickness of the sealing portion is 1 to 3 mm.
[0011] Compared with the prior art, the present invention has the following beneficial effects:
[0012] 1. The sealing material is formed inside the precast concrete column, and compared with the traditional filling mortar, less mortar is used, and less construction waste is generated;
[0013] 2. It avoids the problem of leakage holes caused by loose and loose materials in traditional slope sealing materials;
[0014] 3. Special tools for sealing warehouses can be used in a turnover manner to reduce waste;
[0015] 4. It ensures the construction quality of the prefabricated frame column nodes, saves labor and speeds up the construction progress. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 This is the elevation drawing of the precast concrete column;
[0017] Figure 2 This is a schematic diagram of the bottom structure of the precast concrete column;
[0018] Figure 3 This is a schematic diagram of the traditional construction structure of the bottom node of the precast concrete column;
[0019] Figure 4 It is a schematic diagram of the construction structure of the present invention;
[0020] Figure 5 This is a schematic diagram of the structure of the special tool for sealing a warehouse according to the present invention;
[0021] Figure 6 It is a schematic diagram after the construction structure of the present invention is completed.
[0022] In the figure: 1-precast concrete column; 2-bottom grouting hole; 3-keyway; 4-bottom cavity of grouting column; 5-rebar; 6-grouting sleeve; 7-special tool for sealing the warehouse; 71-sealing part; 72-bending part; 73-connecting part; 74-holding part; 8-filling mortar; 9-grouting material; 10-sealing material. DETAILED DESCRIPTION
[0023] The preferred embodiments of the present invention will be described in more detail below. Although the preferred embodiments of the present invention are described below, it should be understood that the present invention can be implemented in various forms and should not be limited by the embodiments set forth herein. On the contrary, these embodiments are provided to make the present invention more thorough and complete, and to fully convey the scope of the present invention to those skilled in the art.
[0024] In the description of the present invention, it should be noted that the terms “first” and “second” are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.
[0025] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0026] like Figure 1-Figure 3 As shown, during the construction of the assembled frame structure in the prior art, there is a 20mm grouting column bottom cavity 4 between the precast concrete column 1 and the structural layer, which needs to be filled with high-pressure grouting material. In order to ensure that the grouting material can be normally constructed, the precast concrete column 1 needs to be sealed with filling mortar 8 around it to form a closed space at the bottom of the precast concrete column 1; the traditional construction method is to use filling mortar 8 to touch the slope and seal the warehouse around the precast concrete column 1, which is a waste of materials and labor. At the same time, the mortar slope needs to be removed during ground construction, and a large amount of construction waste needs to be removed.
[0027] like Figure 1-Figure 2 , Figure 4-Figure 6 As shown, the present invention is a sub-compartment construction structure of the bottom node of an assembled frame column, comprising: a precast concrete column 1, a key groove 3 is arranged at the bottom and the top of the precast concrete column 1, a plurality of grouting sleeves 6 are vertically arranged inside the precast concrete column 1, a plurality of bottom grouting holes 2 are arranged on the bottom side wall of the precast concrete column 1, steel bars 5 are arranged inside the grouting sleeve 6, a grouting column bottom cavity 4 is arranged between the precast concrete column 1 and the structural layer, and the bottom grouting holes 2 are connected with the grouting sleeve 6 and the grouting column bottom cavity 4.
[0028] A special sealing tool 7 is provided in the bottom cavity 4 of the grouting column, and a sealing material 10 is fixed on the outside of the special sealing tool 7. The outside of the sealing material 10 is flush with the outside of the precast concrete column 1. The grouting material 9 is filled into the bottom cavity 4 of the grouting column from the grouting sleeve 6 or the bottom grouting hole 2 through high pressure.
[0029] Specifically, the height of the cavity 4 at the bottom of the grouting column is 20 cm, and the special sealing tool 7 includes a plugging portion 71, the height of the plugging portion 71 is the same as the height of the cavity 4 at the bottom of the grouting column, a bending portion 72 is provided at one end of the plugging portion 71, a connecting portion 73 is provided at the other end of the bending portion 72, and a gripping portion 74 is provided at the other end of the connecting portion 73. The special sealing tool 7 is manually placed into the cavity 4 at the bottom of the grouting column through the gripping portion 74, and the plugging portion 71 is kept parallel to the outer side of the precast concrete column 1, and the distance of the plugging portion 71 deep into the precast concrete column 1 is 5 to 10 mm.
[0030] In a specific embodiment, the sealing portion 71 has a thickness of 1 to 3 mm.
[0031] The present invention allows the compartment mortar to enter the column body, avoiding secondary chiseling and garbage removal of the compartment sealing mortar. The use of the present invention during the construction process ensures the construction quality of the assembled frame column node, saves labor, and speeds up the construction progress.
[0032] After the construction of the present invention is completed and the grouting material 9 is solidified, the sealing material 10 is removed and the construction waste is cleared away, and the special sealing tool 7 is taken out and can be transferred to the next construction site for use.
[0033] The above embodiments are only preferred embodiments of the present invention. The above descriptions do not limit the protection scope of the present invention in turn. The above descriptions are exemplary and not exhaustive. Therefore, any equivalent changes made according to the structure, shape, and principle of the present invention should be included in the protection scope of the present invention. Without departing from the scope and spirit of the described embodiments, many modifications and changes are obvious to ordinary technicians in this technical field.
Claims
1. A sub-compartment construction structure for the bottom node of an assembled frame column, characterized in that: include: A precast concrete column (1), wherein the bottom and top of the precast concrete column (1) are provided with keyways (3), a plurality of grouting sleeves (6) are vertically provided inside the precast concrete column (1), steel bars (5) are provided inside the grouting sleeves (6), a grouting column bottom cavity (4) is provided between the precast concrete column (1) and the structural layer, a special sealing tool (7) is provided inside the grouting column bottom cavity (4), and the bottom of the precast concrete column (1) is located inside the special sealing tool (7) and is filled with grouting material (9).
2. The assembled frame column bottom node compartment construction structure according to claim 1 is characterized in that: The bottom side wall of the precast concrete column (1) is provided with a plurality of bottom grouting holes (2), and the bottom grouting holes (2) are connected with the grouting sleeve (6) and the bottom cavity (4) of the grouting column.
3. The assembled frame column bottom node compartment construction structure according to claim 1 is characterized in that: A bunker sealing material (10) is fixedly arranged on the outside of the bunker sealing special tool (7), and the outside of the bunker sealing material (10) is flush with the outside of the precast concrete column (1).
4. The assembled frame column bottom node compartment construction structure according to claim 3 is characterized in that: The special tool for sealing the chamber (7) comprises a sealing portion (71), the height of the sealing portion (71) being the same as the height of the cavity (4) at the bottom of the grouting column, a bending portion (72) being provided at one end of the sealing portion (71), a connecting portion (73) being provided at the other end of the bending portion (72), and a gripping portion (74) being provided at the other end of the connecting portion (73).
5. The assembled frame column bottom node compartment construction structure according to claim 4 is characterized in that: The blocking portion (71) is parallel to the outer side of the precast concrete column (1) and penetrates into the precast concrete column (1) by a distance of 5 to 10 mm.
6. The assembled frame column bottom node compartment construction structure according to claim 4 is characterized in that: The height of the cavity (4) at the bottom of the grouting column is 20 cm, and the thickness of the blocking portion (71) is 1 to 3 mm.