Landscape gallery frame structure and construction method
Through the use of segmented cast-in-place structure and high-strength polymer cement slurry, the problems of long construction period and difficult to guarantee the quality of the existing landscape corridor frame are solved, and the construction efficiency and quality are improved. It is suitable for the construction of underground parking lots in hospitals. project.
Patent Information
- Application Number
- CN202411590932.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-08
- Publication Date
- 2024-12-27
AI Technical Summary
The reinforced concrete structure of the existing landscape corridor frame leads to a long construction period and is difficult to ensure construction quality. Especially in the construction project of the hospital underground parking lot, the formwork is complex and the grille is small and cannot be effectively vibrated, resulting in low construction efficiency and difficult to control quality. .
It adopts a segmented cast-in-place structure, including the upper and lower parts, with grooves reserved for grille fixing and installation, and uses high-strength polymer cement slurry during construction to improve the strength and stability of concrete, and combines the tower crane to lift prefabricated grille. Simplify the construction process.
The construction period is shortened, the construction quality is improved, the accurate installation of grilles and the full vibration of concrete are ensured, and the construction efficiency is improved and the quality is guaranteed.
Smart Images

Figure CN119195541A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of building construction, and in particular to a landscape gallery structure and a construction method. Background Art
[0002] The whole landscape gallery is a reinforced concrete structure, and there are small and dense reinforced concrete grilles on the top of the gallery, which is not convenient for the installation of the formwork and the pouring of concrete. The reinforced concrete grille has a small cross-section and cannot be vibrated with a vibrating rod. It can only be vibrated manually, which makes it difficult to ensure the construction quality. At the same time, the grille is easy to expand the mold and its size cannot be accurately controlled.
[0003] The existing hospital underground parking lot construction project requires the construction of a landscape pergola on the top plate for people to pass through. Since the landscape pergola is a reinforced concrete structure as a whole, the pergola needs to be cast in sections and the template installation is complicated and tedious, resulting in a long construction period and difficulty in ensuring construction quality.
[0004] Therefore, a landscape gallery structure is provided to address the deficiencies in the prior art. Summary of the invention
[0005] In order to overcome the deficiencies of the prior art, the present invention provides a landscape gallery structure, aiming to solve the problems of long construction period and difficulty in ensuring construction quality.
[0006] In order to achieve the above object, the present invention adopts the following technical solutions:
[0007] A landscape gallery structure, comprising: an upper part, a lower part and a grille;
[0008] The lower part includes a base, a lower support column and a ground beam, the base is fixedly arranged above the top plate, the lower support column is fixedly arranged above the base, and the ground beam is fixedly connected to the lower support column;
[0009] The upper part includes an upper support column, a first beam and a second beam, the upper support column is fixedly connected to the lower support column, the first beam is fixedly arranged above the upper support column, and the second beam is fixedly arranged above the first beam;
[0010] The upper end of the second beam is provided with a plurality of grooves for the grilles to be inserted into.
[0011] As a further improvement of the technical solution of the present invention, high-strength polymer cement slurry is provided on the surface of the groove, and the high-strength polymer cement slurry is located between the groove and the grille.
[0012] As a further improvement of the technical solution of the present invention, the lower support column is vertically arranged with respect to the top plate, and the lower support column is vertically arranged with respect to the ground beam.
[0013] As a further improvement of the technical solution of the present invention, the height of the lower support column is 400mm-600mm.
[0014] As a further improvement of the technical solution of the present invention, the width of the groove is 8mm-10mm greater than the width of the grille, and the depth of the groove is 40mm-60mm.
[0015] As a further improvement of the technical solution of the present invention, it also includes a cushion layer, which is located between the base and the top plate.
[0016] A construction method of a landscape gallery structure, applicable to the above-mentioned landscape gallery structure, comprises the following steps:
[0017] S1: S1: Construction preparation: measurement and layout, positioning of the base;
[0018] S2: integral segmented cast-in-place base, lower support columns and ground beams;
[0019] S21: Tie the steel bars of the base and lower support column, install the base formwork, tie the ground beam steel bars, install the lower support column and ground beam formwork, and after the beam formwork is installed and fixed, place horizontal square wood on the beam side formwork according to the elevation;
[0020] S22: After the formwork is installed, pour concrete continuously;
[0021] S3: integral segmented cast-in-place upper support column, first beam and second beam;
[0022] S31: First tie the steel bars of the upper support column, then tie the steel bars of the first beam, install the upper support column and the first beam formwork, and after the beam formwork is installed and fixed, place horizontal square wood on the beam side formwork according to the elevation;
[0023] S32: Tie the second beam reinforcement to the first beam, install the second beam template, locate the position of the prefabricated grille on the second beam, and use wooden planks to place in the template to leave a groove;
[0024] S33: After the formwork is installed, pour concrete in layers, and the pouring height of each layer is controlled at 400mm-600mm;
[0025] S4: Curing and demolding: Sprinkle water to maintain the concrete surface moist, and remove the formwork after reaching the required strength;
[0026] S5: Lifting the prefabricated grille: Use a tower crane to lift the prefabricated grille into the groove;
[0027] S6: Exterior finishing construction: Apply waterproof putty on the entire surface and spray paint.
[0028] As a further improvement of the technical solution of the present invention, in step S2, a cushion layer of the base is cast on the top plate, the width of the cushion layer is 80mm-120mm enlarged on each side of the base width, the thickness is 80mm-120mm, and the strength is C20.
[0029] As a further improvement of the technical solution of the present invention, in step S5, the following steps are included:
[0030] S51: Before hoisting, remove the wood in the second beam and clean the reserved groove;
[0031] S52: Apply a layer of high-strength polymer cement slurry in the reserved groove;
[0032] S53: hoisting and placing prefabricated reinforced concrete grid according to the positioning;
[0033] S54: The gap between the precast reinforced concrete and the reserved groove is filled with high-strength polymer cement mortar.
[0034] As a further improvement of the technical solution of the present invention, in step S5, the grid is prefabricated by a horizontal overlapping method, comprising the following steps:
[0035] A1: Level the site and install the grille template according to the positioning shape on the site.
[0036] A2: Tie up the steel bars, pour the concrete, and vibrate thoroughly.
[0037] A3: When the concrete strength of the lower grid reaches 30% of the design strength, apply an isolation agent on its surface and then overlap it to make the next grid, overlapping 3-4 layers.
[0038] Compared with the prior art, the present invention has the following beneficial effects:
[0039] In the landscape gallery structure of the present invention, the gallery structure is divided into two parts, the upper and lower parts are cast in situ to ensure the integrity of the structure, and a groove is reserved on the second beam supporting the grille to facilitate the fixing and installation of the grille; the prefabricated grille can be constructed simultaneously with the gallery structure to save construction time. The landscape gallery structure has the characteristics of short construction period and guaranteed construction quality. BRIEF DESCRIPTION OF THE DRAWINGS
[0040] The technology of the present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments:
[0041] Figure 1 It is a structural schematic diagram of the landscape gallery structure of the present invention;
[0042] Figure 2 It is a schematic diagram of the connection structure between the upper part of the landscape gallery structure of the present invention and the grille;
[0043] Figure 3 It is a structural schematic diagram of the upper part of the landscape gallery structure of the present invention;
[0044] Figure 4 It is a top view of the landscape gallery structure of the present invention.
[0045] In the figure:
[0046] 1. Base; 2. Lower support column; 3. Ground beam; 4. Upper support column; 5. First beam; 6. Second beam; 61. Groove; 7. Grille; 8. Top plate. DETAILED DESCRIPTION
[0047] The following will be combined with the embodiments and drawings to clearly and completely describe the concept, specific structure and technical effects of the present invention, so as to fully understand the purpose, scheme and effect of the present invention. It should be noted that the embodiments in this application and the features in the embodiments can be combined with each other without conflict. The same reference numerals used throughout the drawings indicate the same or similar parts.
[0048] It should be noted that, unless otherwise specified, when a feature is referred to as being "fixed" or "connected" to another feature, it may be directly fixed or connected to the other feature, or it may be indirectly fixed or connected to the other feature. In addition, the descriptions of up, down, left, right, etc. used in the present invention are only relative to the relative positional relationship of the components of the present invention in the drawings.
[0049] Reference Figures 1 to 4 , a landscape gallery structure, an upper part, a lower part and a grille 7;
[0050] In one embodiment, the lower part includes a base 1, a lower support column 2 and a ground beam 3, the base 1 is fixedly arranged above the top plate 8, the lower support column 2 is fixedly arranged above the base 1, and the ground beam 3 is fixedly connected to the lower support column 2; the upper part includes an upper support column 4, a first beam 5 and a second beam 6, the upper support column 4 is fixedly connected to the lower support column 2, the first beam 5 is fixedly arranged above the upper support column 4, and the second beam 6 is fixedly arranged above the first beam 5; the upper end of the second beam 6 is provided with a plurality of grooves 61 for inserting the grille 7.
[0051] The gallery structure is divided into two parts, the upper and lower parts are cast in situ to ensure the integrity of the structure, and a groove 61 is reserved on the second beam 6 supporting the grille 7 to facilitate the fixing and installation of the grille 7; the prefabricated grille 7 can be carried out simultaneously with the gallery structure construction to save construction time, and the grille 7 is prefabricated by the horizontal overlapping method, which can be fully vibrated and not easy to expand the mold, and the prefabrication speed is fast, saving the site. This landscape gallery structure has the characteristics of short construction period and guaranteed construction quality.
[0052] In one embodiment, high-strength polymer cement slurry is provided on the surface of the groove 61 , and the high-strength polymer cement slurry is located between the groove 61 and the grille 7 .
[0053] In one embodiment, the lower support column 2 is vertically arranged with respect to the top plate 8 , and the lower support column 2 is vertically arranged with respect to the ground beam 3 .
[0054] In one embodiment, the height of the lower support column 2 is 500 mm. The width of the groove 61 is 10 mm greater than the width of the grille 7, and the depth of the groove 61 is 50 mm.
[0055] In one embodiment, a cushion layer is further included, and the cushion layer is located between the base 1 and the top plate 8. The cushion layer has a width of the base 1 enlarged by 100 mm on each side, a thickness of 100 mm, and a strength of C20.
[0056] A construction method of a landscape gallery structure, applicable to the above-mentioned landscape gallery structure, comprises the following steps:
[0057] S1: Construction preparation: measure and lay out, locate the position of the base; determine the position of the base edge according to the base plan. After the base is completed, measure the axis to the base surface, and lay out the relevant column and other cross-sectional dimension lines according to the construction drawing. Construction layout of the gallery structure plane: accurately measure to the landscape column according to the existing control points and the main axis, and mark the measurement of the backfill layer;
[0058] S2: The whole is cast in situ in sections, including the base, lower support columns and ground beams. As the gallery structure is relatively long and backfill is required from the top of the ground beam to the top plate, workers can continue to construct subsequent parts after completing one part, and backfill can be carried out on the completed parts, thus forming a scientific flow operation.
[0059] S21: Tie up the steel bars of the base and lower support column, install the base formwork (make sure the tied steel bars are stable and not shaking), tie up the ground beam steel bars, install the lower support column and ground beam formwork. The column hoop spacing is less than 50cm. The intersection of the column and the beam should be done correctly and tightly. After the beam formwork is installed and fixed, place horizontal square wood on the beam side formwork according to the elevation. The surface of the nailing formwork should be flat and the joints should be tight to avoid height difference between the two formworks.
[0060] S22: After the formwork is installed, pour C30 commercial concrete continuously, and the pouring process shall not exceed 180 minutes; when pouring concrete, check whether the steel bars, reserved holes, embedded parts, and inserted bars are displaced or blocked, and repair them in time if any problems are found. ;
[0061] S3: integral segmented cast-in-place upper support column, first beam and second beam;
[0062] S31: First tie the steel bars of the upper support column, then tie the steel bars of the first beam, install the upper support column and the first beam formwork, and the distance between the column hoops should be less than 50cm. At the intersection of the column and the beam, it should be correct and tight. After the beam formwork is installed and fixed, according to the elevation, place horizontal square wood on the beam side formwork, the surface of the nailing formwork should be flat, the joints should be tight, and there should be no height difference between the two formworks;
[0063] S32: Tie the second beam reinforcement to the first beam, install the second beam template, locate the position of the prefabricated grille on the second beam, and use wooden squares (5mm on both sides of the width of the prefabricated reinforced concrete grille and 50mm in depth) to leave a groove in the template to facilitate the installation and fixation of the prefabricated reinforced concrete grille;
[0064] S33: After the formwork is installed, pour C30 commercial concrete. Before pouring, pour 50mm cement mortar with the same proportion as the concrete at the bottom of the upper support column, and control the pouring height of each layer at 500mm;
[0065] S4: Curing and demoulding: The concrete should be watered and cured within 12 hours after pouring. The curing period shall not be less than 7 days. The concrete surface should be kept moist. The formwork can be removed after reaching the required strength.
[0066] S5: Lifting the prefabricated grille: Use the tower crane at the construction site to lift the prefabricated grille into the groove;
[0067] S6: Exterior finishing construction: Apply 2mm thick waterproof putty on the entire surface and spray paint.
[0068] In one embodiment, in step S2, a cushion layer of the base is cast on the top plate, the width of the cushion layer is 100 mm on each side of the base width, the thickness is 100 mm, and the strength is C20.
[0069] In one embodiment, in step S5, the following steps are included:
[0070] S51: Before hoisting, remove the wood in the second beam and clean the reserved groove;
[0071] S52: Apply a layer of high-strength polymer cement slurry in the reserved groove;
[0072] S53: hoisting and placing prefabricated reinforced concrete grid according to the positioning;
[0073] S54: The gap between the precast reinforced concrete and the reserved groove is filled with high-strength polymer cement mortar.
[0074] In one embodiment, in step S5, the grid is prefabricated using a horizontal overlapping method, including the following steps:
[0075] A1: Level the site and install the grille template according to the positioning shape on the site.
[0076] A2: Tie up the steel bars, pour the concrete, and vibrate thoroughly.
[0077] A3: When the concrete strength of the lower grid reaches 30% of the design strength, apply the isolation agent on its surface and then overlap the upper grid. The number of overlapping layers (height) should be 3-4 layers in principle, so as not to affect the rotation of the lifting equipment. Horizontal overlapping production can solve the problem of large horizontal floor space.
[0078] For other contents of the landscape gallery structure described in the present invention, please refer to the prior art and will not be repeated here.
[0079] The above are only preferred embodiments of the present invention and are not intended to limit the present invention in any form. Therefore, any modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present invention without departing from the technical solution of the present invention are still within the scope of the technical solution of the present invention.
[0080] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of the present invention, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.
[0081] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like 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 an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
Claims
1. A landscape gallery structure, characterized in that: include: upper, lower and grille; The lower part includes a base, a lower support column and a ground beam, the base is fixedly arranged above the top plate, the lower support column is fixedly arranged above the base, and the ground beam is fixedly connected to the lower support column; The upper part comprises an upper support column, a first beam and a second beam, the upper support column is fixedly connected to the lower support column, the first beam is fixedly arranged above the upper support column, and the second beam is fixedly arranged above the first beam; The upper end of the second beam is provided with a plurality of grooves for the grilles to be inserted into.
2. A landscape gallery structure according to claim 1, characterized in that: The surface of the groove is provided with high-strength polymer cement slurry, and the high-strength polymer cement slurry is located between the groove and the grid.
3. A landscape gallery structure according to claim 1, characterized in that: The lower support column is vertically arranged with the top plate, and the lower support column is vertically arranged with the ground beam.
4. A landscape gallery structure according to claim 3, characterized in that: The height of the lower support column is 400mm-600mm.
5. The landscape gallery structure according to claim 1, characterized in that: The width of the groove is 8mm-10mm greater than the width of the grille, and the depth of the groove is 40mm-60mm.
6. The landscape gallery structure according to claim 1, characterized in that: Also included is a cushion layer, which is located between the base and the top plate.
7. A construction method for a landscape gallery structure, applicable to the landscape gallery structure according to any one of claims 1 to 6, characterized in that: The following steps are involved: S1: Construction preparation: measurement and layout, positioning of the base; S2: integral segmented cast-in-place base, lower support columns and ground beams; S21: Tie the steel bars of the base and lower support column, install the base formwork, tie the ground beam steel bars, install the lower support column and ground beam formwork, and after the beam formwork is installed and fixed, place horizontal square wood on the beam side formwork according to the elevation; S22: After the formwork is installed, pour concrete continuously; S3: integral segmented cast-in-place upper support column, first beam and second beam; S31: First tie the steel bars of the upper support column, then tie the steel bars of the first beam, install the upper support column and the first beam formwork, and after the beam formwork is installed and fixed, place horizontal square wood on the beam side formwork according to the elevation; S32: Tie the second beam reinforcement to the first beam, install the second beam template, locate the position of the prefabricated grille on the second beam, and use wooden planks to place in the template to leave a groove; S33: After the formwork is installed, pour concrete in layers, and the pouring height of each layer is controlled at 400mm-600mm; S4: Curing and demolding: Sprinkle water to maintain the concrete surface moist, and remove the formwork after reaching the required strength; S5: Lifting the prefabricated grille: Use a tower crane to lift the prefabricated grille into the groove; S6: Exterior finishing construction: Apply waterproof putty on the entire surface and spray paint.
8. The construction method of a landscape gallery structure according to claim 7, characterized in that: In step S2, a cushion layer of the base is cast on the top plate, the width of the cushion layer is 80mm-120mm larger than the width of the base on each side, the thickness is 80mm-120mm, and the strength is C20.
9. The construction method of a landscape gallery structure according to claim 7, characterized in that: In step S5, the following steps are included: S51: Before hoisting, remove the wood in the second beam and clean the reserved groove; S52: Apply a layer of high-strength polymer cement slurry in the reserved groove; S53: hoisting and placing prefabricated reinforced concrete grid according to the positioning; S54: The gap between the precast reinforced concrete and the reserved groove is filled with high-strength polymer cement mortar.
10. The construction method of a landscape gallery structure according to claim 7, characterized in that: In step S5, the grid is prefabricated by a horizontal overlapping method, including the following steps: A1: Level the site and install the grille template according to the positioning shape on the site. A2: Tie up the steel bars, pour the concrete, and vibrate thoroughly. A3: When the concrete strength of the lower grid reaches 30% of the design strength, apply an isolation agent on its surface and then overlap it to make the next grid, overlapping 3-4 layers.
