CN212715980U - Whole flip-chip construction system of assembled building - Google Patents
Whole flip-chip construction system of assembled building Download PDFInfo
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- CN212715980U CN212715980U CN202021445437.3U CN202021445437U CN212715980U CN 212715980 U CN212715980 U CN 212715980U CN 202021445437 U CN202021445437 U CN 202021445437U CN 212715980 U CN212715980 U CN 212715980U
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Abstract
An integral inverted construction system of an assembly type building comprises a stand column, a lifting device, a slideway, an on-site standard layer assembly area, a tray and a computer control system; the field lifting area is formed by the independent columns; the field standard layer assembly area is positioned on one side of the independent column; the slideway is arranged between the on-site standard layer assembly area and the independent columns, and the slideway and the tray are utilized to pull and translate the standard layer integral unit assembled in the on-site standard layer assembly area to an on-site lifting area surrounded by the independent columns; the construction method comprises assembling all bulk parts into a standard layer integral unit in a standard layer assembly area on site, hoisting and placing on a tray, using a slideway and the tray to pull and translate to a lifting area on site, using a computer control system to control the construction process, and integrally inverting and lifting the lifting device to perform lifting assembly construction, thereby completing the construction of the proposed assembly type building. The method has the advantages of solving the problems of more assembling and hoisting operations, large potential safety hazard, low construction speed, long construction period, higher construction cost and the like of the existing assembly type building.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure construction, especially, relate to an assembly type structure's bulk part mill prefabrication, on-the-spot standard layer assembly district assembly, draw translation to on-the-spot promotion district back along the slide, adopt a lifting device from the whole flip-chip construction system of assembly type structure of top layer to the whole flip-chip assembly of bottom layering.
Background
In recent years, the country has begun to vigorously popularize the use of fabricated buildings. At present, the construction method of the fabricated building mainly adopts components such as prefabricated columns, composite beams, composite slabs, shear walls, stairs, external wall panels and the like in a factory, and after the components are transported to the site, the components are subjected to post-pouring connection, and the fabricated building construction is carried out in a positive direction. Compared with the traditional cast-in-place construction technology, the method saves materials, reduces the work amount of on-site template installation, scaffold erection, concrete pouring operation and the like, improves the production quality of a single structural member, and has higher on-site civilized construction degree. However, the spare part structural members are subjected to high-altitude operation during installation, the hoisting engineering quantity is large, and the potential safety hazard is large. In addition, during on-site post-cast connection construction, the difficulties of stressed steel bar connection, stirrup installation and template assembly construction among the components are high, and the construction quality of the post-cast connection area cannot be guaranteed, so that the construction period of the fabricated building is prolonged, and the construction cost is high.
Chinese patent application No. 201810378970.3 discloses a product named: the utility model provides a frame or cylinder bearing high-rise modular building integral inverted construction structure and a construction method, wherein the construction structure comprises an intermediate structure of a frame column provided with a transportation rack device and a unit module connected with the transportation rack device through a lifting device; the construction method comprises the steps of building an intermediate structure of a building, wherein a transportation rack device is arranged on a column bearing system of the intermediate structure; after the setting is completed, the unit modules expected to be installed on each layer are connected with the transportation rack through the lifting device, and construction is carried out by inversion. Therefore, the construction structure and the construction method reduce overhead installation and cross operation, reduce installation on a construction site, reduce material turnover and waste and ensure construction quality. However, although this patent has solved to constitute a whole with one deck module and frame construction and has carried out the flip-chip construction, when carrying out module lifting installation construction, only the module in the core section of thick bamboo carries out effective connection with a core section of thick bamboo, and the module outside the core section of thick bamboo is in the cantilever state, and the module that is in the cantilever state is because of lacking effective support and easily produces the deformation.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a whole flip-chip construction system of assembly type structure safety, quick, high-efficient assembly.
In order to solve the above problem, the utility model provides a:
a construction system for use in a modular building construction with an integral inversion, comprising: the system comprises a single-column, a pallet, a slideway, a field standard layer assembly area, a lifting device, a lifting platform and a steel strand or a steel pull rod; the independent columns are respectively arranged in an independent column setting E area and an independent column setting G area, the independent columns are arranged in the independent column setting E area and the independent columns are arranged in the independent column setting G area, so that a field lifting area is formed between the independent columns of the independent column setting E area and the independent columns of the independent column setting G area; the field standard layer assembly area is positioned outside the field lifting area; the slide way is arranged between the on-site standard layer assembly area and the on-site lifting area, the slide way and the tray are connected into a sliding pair or a rolling pair, and the slide way and the tray are utilized to pull and translate the standard layer integral unit which is assembled in the on-site standard layer assembly area and is hoisted and placed on the tray to the on-site lifting area; a lifting platform is installed on the independent column; the lifting platform is provided with a lifting device, and the lifting device is used for integrally inversely lifting and assembling the standard layer integral units to complete the construction of the proposed assembled building; the upper end of the slide way is connected with the tray to form a sliding structure of the slide way sliding block, the standard layer integral unit is assembled and constructed in an on-site standard layer assembly area, and is hoisted and placed on the tray after assembly is completed, and then the standard layer integral unit is translated along with the tray.
The more specific technical scheme also comprises the following steps: the lifting platform is arranged at the top of the independent column, and the lifting device is arranged on the lifting platform.
Further: the lifting device is a hydraulic lifting jack and is connected with the proposed fabricated building through a steel strand or a steel pull rod.
Further: the independent columns are arranged at the ends of the slides in the field lifting area to form the F area, and the independent columns are arranged in the F area to form the field lifting area, so that the independent columns in the E area are arranged, the independent columns in the G area are arranged, and the independent columns in the F area are arranged.
Further: the independent column is built in the structural forms of an independent steel column, a steel box column, a steel support, a lattice column, a reinforced concrete column and the like; meanwhile, according to the structural form and the different distances between the adjacent columns, the independent columns are fixed by arranging the cable ropes, the supports among the columns and the connecting beams, so that the stability of the independent columns is improved.
Further: the lifting device is a hydraulic continuous jack or a hydraulic discontinuous jack.
To sum up, the utility model discloses an advantage and positive effect as follows:
1. the assembly of all components is completed in the field standard layer assembly area, the connection quality between the components is ensured, and the quality of the connection is superior to that of high-altitude hoisting and assembling. Meanwhile, the usage amount of materials for on-site turnover is reduced, and the construction cost is saved.
2. The underground foundation part and the overground main structure of the fabricated building can be constructed simultaneously, and the construction period is shortened.
3. The on-site standard layer assembly area and the on-site lifting area are independently arranged, so that up-and-down cross operation is reduced, potential safety hazards are reduced, and safe and civilized construction is facilitated.
4. The tray is adopted to support the whole unit of the standard layer, and a computer control system is used to control the construction process, so that the assembly precision is improved, and the quality of the assembly type building is ensured.
The utility model discloses the independent post sets up in a flexible way quantity, and independent post structural style is various, and it is right below to combine the figure and embodiment the utility model relates to a whole flip-chip construction system's of prefabricated building technical characteristic makes further explanation.
Drawings
FIG. 1: the utility model discloses a construction system's floor plan
FIG. 2: the independent column is provided with an E area and a G area which are respectively provided with 1 independent column construction structure plane layout
FIG. 3: standard layer integral unit assembly plan view
FIG. 4: standard layer integral unit translation construction schematic diagram
FIG. 5: A-A direction cross section of 1 independent column respectively arranged in E area and G area of the independent column
FIG. 6: the independent column is provided with a construction structure plane layout chart of 1 independent column respectively arranged in an E area, an F area and a G area
FIG. 7: the independent columns are provided with E areas, G areas are respectively provided with 2 independent columns, and F areas are provided with 1 independent column construction structure plane layout
FIG. 8: the independent columns are provided with an E area, an F area and a G area which are respectively provided with 2 independent column construction structure floor layout pictures (the distances between the adjacent independent columns in the independent column arrangement areas are equal, namely d1= d2= d 3)
FIG. 9: the independent columns are respectively provided with 2 independent column construction structure floor plans in an E zone, an F zone and a G zone (the distances d1, d2 and d3 between the adjacent independent columns in each independent column arrangement zone are all different)
FIG. 10: the independent columns are provided with an E area, an F area and a G area which are respectively provided with 3 independent column construction structure floor layout pictures (the distances between the adjacent independent columns in the independent column arrangement areas are equal, namely d1= d2= d 3)
FIG. 11: the independent columns are provided with an E area, an F area and a G area which are respectively provided with 3 independent column construction structure floor layout pictures (the distances d1, d2 and d3 between the adjacent independent columns in the independent column arrangement areas are all different)
The parts of the drawings are detailed as follows: 1-independent column; 1E-E region a first independent column; 2E-a second independent column in zone E; 3E-the third independent column in zone E; a first single column in zone 1F-F; a second independent column in the 2F-F zone; the third independent column in the 3F-F area; 1G-G area first independent column; a second independent column in the 2G-G area; the third independent column in the 3G-G area; 2-a tray; 3-standard layer integral unit; 4, a slideway; 5-a field standard layer assembly area; 6-a lifting device; 7-lifting the platform; 8-steel strand wires or steel pull rods, 9-independent columns are provided with E areas; 10, arranging an F area on the independent column; and 11, arranging a G area on the independent column.
Detailed Description
As shown in fig. 1, 3 and 4, the upper end of the slide way 4 is connected with the tray 2 to form a slide structure of a slide way slide block, the standard layer integral unit is assembled and constructed in a standard layer assembly area on site, and is hoisted and placed on the tray 2 after being assembled, and then is translated along with the tray 2.
As shown in fig. 2, 3, 4, 5, the utility model discloses a whole flip-chip construction system of prefabricated building includes: the device comprises a stand column 1, a pallet 2, a slideway 4, a field standard layer assembly area 5, a lifting device 6, a lifting platform 7 and a steel strand or steel pull rod 8; the independent columns 1 are respectively arranged in an independent column setting E area 9 and an independent column setting G area 11, the independent columns 1 are arranged in the independent column setting E area 9, and the independent columns 1 are arranged in the independent column setting G area 11, so that a field lifting area is formed between the independent columns of the independent column setting E area 9 and the independent columns of the independent column setting G area 11; the field standard layer assembly area 5 is positioned outside the field lifting area; the slide way 4 is arranged between the on-site standard layer assembly area 5 and the on-site lifting area, the slide way 4 and the tray 2 are connected into a sliding pair or a rolling pair, the standard layer integral unit which is assembled in the on-site standard layer assembly area 5 and lifted on the tray 2 is pulled and translated to the on-site lifting area by utilizing the slide way 4 and the tray 2, the lifting platform 7 is arranged at the top of the independent column, the lifting device 6 is arranged on the lifting platform 7, and the standard layer integral unit is integrally inverted, lifted and assembled by the lifting device 6, so that the building of the proposed assembly type building is completed. The whole process is controlled by a computer control system.
As shown in fig. 6, 7, 8, 9, 10, and 11, the independent column F section 10 is provided at the end of the slide way in the field lifting section, and the independent column 1 is provided in the independent column F section 10, so that the field lifting section is formed between the independent column in the independent column E section 9, the independent column in the independent column G section 11, and the independent column in the independent column F section 10.
Wherein:
the embodiment of fig. 6 adopts a structure in which one independent column 1 is provided in the independent column setting E region 9, that is, the first independent column 1E in the E region, one independent column 1 is provided in the independent column setting F region 10, that is, the first independent column 1F in the F region, and one independent column 1 is provided in the independent column setting G region 11, that is, the first independent column 1G in the G region.
The embodiment of fig. 7 adopts a structure in which two independent columns, i.e., the first independent column 1E in the E zone and the second independent column 2E in the E zone, are provided in the independent column setting E zone 9, two independent columns, i.e., the first independent column 1F in the F zone and the second independent column 2F in the F zone, are provided in the independent column setting F zone 10, and one independent column, i.e., the first independent column 1G in the G zone, is provided in the independent column setting G zone 11.
The embodiment of fig. 8 adopts a structure in which two independent columns, i.e., a first independent column 1E in the E zone and a second independent column 2E in the E zone, are provided in the independent column-providing E zone 9, two independent columns, i.e., a first independent column 1F in the F zone and a second independent column 2F in the F zone, are provided in the independent column-providing F zone 10, and two independent columns, i.e., a first independent column 1G in the G zone and a second independent column 2G in the G zone, are provided in the independent column-providing G zone 11; the distances between the adjacent independent columns in the arrangement area of the independent columns are equal, namely d1= d2= d 3.
The embodiment of fig. 9 adopts a structure in which two independent columns, i.e., a first independent column 1E in the E zone and a second independent column 2E in the E zone, are provided in the independent column-providing E zone 9, two independent columns, i.e., a first independent column 1F in the F zone and a second independent column 2F in the F zone, are provided in the independent column-providing F zone 10, and two independent columns, i.e., a first independent column 1G in the G zone and a second independent column 2G in the G zone, are provided in the independent column-providing G zone 11; the distances d1, d2 and d3 between the adjacent independent columns in the arrangement area of the independent columns are different.
The embodiment of fig. 10 adopts a structure in which three independent columns are provided in the independent column-provided E region 9, i.e., the first independent column 1E, E in the E region, the second independent column 2E in the E region, and the third independent column 3E in the E region, and three independent columns are provided in the independent column-provided F region 10, i.e., the first independent column 1F, F in the F region, the second independent column 2F in the F region, and the third independent column 3F in the F region, and three independent columns are provided in the independent column-provided G region 11, i.e., the second independent column 2G in the first independent column 1G, G in the G region, and the third independent column 3G in the G region; the distances between the adjacent independent columns in the arrangement area of the independent columns are equal, namely d1= d2= d 3.
The embodiment of fig. 11 adopts a structure in which three independent columns are provided in the independent column-provided E region 9, that is, the first independent column 1E, E in the E region, the second independent column 2E in the E region, and the third independent column 3E in the E region, and three independent columns are provided in the independent column-provided F region 10, that is, the first independent column 1F, F in the F region, the second independent column 2F in the F region, and the third independent column 3F in the F region, and three independent columns are provided in the independent column-provided G region 11, that is, the first independent column 1G, G in the G region, the second independent column 2G in the G region, and the third independent column 3G in the G region; the distances d1, d2 and d3 between the adjacent independent columns in the arrangement area of the independent columns are different.
The number of independent columns set in the independent column setting E region 9, the independent column setting G region 11, and the independent column setting F region 10 can be determined as needed.
The following is a detailed description of the working principle of the whole inverted construction system for fabricated building according to the present invention through the following embodiments:
example 1: an integral inversion construction system of a fabricated building, as shown in fig. 8, comprising: the independent column is provided with an E area 9, an F area 10, a G area 11, a tray 2, a slideway 4, a field standard layer assembly area 5, a lifting device 6, a lifting platform 7 and a steel strand or steel pull rod 8; set up two monopoles in the monopoles and set up 9 in the E district, and the first monopole in E district 1E and the second monopole in E district 2E promptly set up two monopoles in the monopoles and set up 10 in the area of F, and the first monopole in F district 1F and the second monopole in F district 2F promptly set up two monopoles in the monopoles and set up 11 in the area of G, and the first monopole in G district 1G and the structure of the second monopole in G district 2G promptly. Two independent columns are arranged in each independent column arrangement area to form a field lifting area, and the distances between adjacent independent columns in each independent column arrangement area are equal, namely d1= d2= d 3; the field standard layer assembly area 5 is positioned on one side of a field lifting area defined by the independent columns; the slide 4 is arranged between the on-site standard layer assembly area 5 and the on-site lifting area, the standard layer integral unit assembled and placed on the tray 2 in the on-site standard layer assembly area 5 is pulled and translated to the on-site lifting area by utilizing the slide 4 and the tray 2, and the standard layer integral unit assembled in the on-site standard layer assembly area 5 is integrally inverted, lifted and assembled by the lifting device 6, so that the building of the building to be built is completed. The whole process is controlled by a computer control system.
Example 2: an integral inversion construction system of a fabricated building, as shown in fig. 9, comprising: the independent column is provided with an E area 9, an F area 10, a G area 11, a tray 2, a slideway 4, a field standard layer assembly area 5, a lifting device 6, a lifting platform 7 and a steel strand or steel pull rod 8; set up two monopoles in the monopoles and set up 9 in the E district, and the first monopole in E district 1E and the second monopole in E district 2E promptly set up two monopoles in the monopoles and set up 10 in the area of F, and the first monopole in F district 1F and the second monopole in F district 2F promptly set up two monopoles in the monopoles and set up 11 in the area of G, and the first monopole in G district 1G and the structure of the second monopole in G district 2G promptly. Two independent columns are arranged in each independent column arrangement area to form a field lifting area, and the distances d1, d2 and d3 between adjacent independent columns in each arrangement area are not equal to each other; the field standard layer assembly area 5 is positioned on one side of a field lifting area defined by the independent columns; the slide 4 is arranged between the on-site standard layer assembly area 5 and the on-site lifting area, the standard layer integral unit which is assembled in the on-site standard layer assembly area 5 and is hoisted and placed on the tray is dragged and translated to the on-site lifting area by utilizing the slide 4 and the tray 2, and the lifting device 6 is used for carrying out integral flip lifting assembly on the standard layer integral unit to complete the construction of the proposed assembly type building. The whole process is controlled by a computer control system.
Example 3: an integral inversion construction system of a fabricated building, as shown in fig. 10, comprising: the independent column is provided with an E area 9, an F area 10, a G area 11, a tray 2, a slideway 4, a field standard layer assembly area 5, a lifting device 6, a lifting platform 7 and a steel strand or steel pull rod 8; set up three independent columns in independent column setting E district 9, first independent column 1E, E district second independent column 2E of E district and third independent column 3E of E district promptly, set up three independent columns in independent column setting F district 10, first independent column 1F, F district second independent column 2F and the third independent column 3F of F district promptly in F district, set up three independent columns in independent column setting G district 11, distinguish first independent column 1G, G district second independent column 2G and the structure of the third independent column 3G in G district promptly. Three independent columns are arranged in each independent column arrangement area to form a field lifting area, and the distances between adjacent independent columns in each arrangement area are equal, namely d1= d2= d 3; the field standard layer assembly area 5 is positioned on one side of the field lifting area; the slide 4 is arranged between the on-site standard layer assembly area 5 and the on-site lifting area, the standard layer integral unit which is assembled in the on-site standard layer assembly area 5 and is hoisted and placed on the tray is dragged and translated to the on-site lifting area by utilizing the slide 4 and the tray 2, and the lifting device 6 is used for carrying out integral flip lifting assembly on the standard layer integral unit to complete the construction of the proposed assembly type building. The whole process is controlled by a computer control system.
Example 4: an integral inversion construction system of a fabricated building, as shown in fig. 11, comprising: the independent column is provided with an E area 9, an F area 10, a G area 11, a tray 2, a slideway 4, a field standard layer assembly area 5, a lifting device 6, a lifting platform 7 and a steel strand or steel pull rod 8; set up three independent columns in independent column setting E district 9, first independent column 1E, E district second independent column 2E of E district and third independent column 3E of E district promptly, set up three independent columns in independent column setting F district 10, first independent column 1F, F district second independent column 2F and the third independent column 3F of F district promptly in F district, set up three independent columns in independent column setting G district 11, distinguish first independent column 1G, G district second independent column 2G and the structure of the third independent column 3G in G district promptly. Three independent columns are arranged in each independent column arrangement area to form a field lifting area, and the distances d1, d2 and d3 between adjacent independent columns in each arrangement area are not equal to each other as much as possible; the field standard layer assembly area 5 is positioned on one side of the field lifting area; the slide 4 is arranged between the on-site standard layer assembly area 5 and the on-site lifting area, the standard layer integral unit which is assembled in the on-site standard layer assembly area 5 and is hoisted and placed on the tray is dragged and translated to the on-site lifting area by utilizing the slide 4 and the tray 2, and the lifting device 6 is used for carrying out integral flip lifting assembly on the standard layer integral unit to complete the construction of the proposed assembly type building. The whole process is controlled by a computer control system.
As a variation of the present embodiment 1 to embodiment 4, the number of the independent columns in each installation area can be increased or decreased according to the actual situation, as long as f is an integer larger than or equal to 0, e is an integer larger than or equal to 1, and g is an integer larger than or equal to 1. The distances d1, d2 and d3 between the adjacent independent columns in the arrangement area of each independent column can be equal or unequal, the arrangement number and the arrangement positions are determined according to the weight and the gravity center position of the whole unit of the standard layer of the prefabricated building, the lifting capacity of the lifting device, the construction site condition and other factors, and the safety, the stability and the convenience requirements of the lifting construction are met.
Claims (6)
1. The utility model provides a whole flip-chip construction system of prefabricated building which characterized in that: the method comprises the following steps: the device comprises a stand column (1), a tray (2), a slide way (4), a field standard layer assembly area (5), a lifting device (6), a lifting platform (7) and a steel strand or steel pull rod (8); the independent columns (1) are respectively arranged in an independent column setting E area (9) and an independent column setting G area (11), the independent columns (1) are arranged in the independent column setting E area (9), and the independent columns (1) are arranged in the independent column setting G area (11), so that field lifting areas are formed between the independent columns of the independent column setting E area (9) and the independent columns of the independent column setting G area (11); the field standard layer assembly area (5) is positioned outside the field lifting area; the slide way (4) is arranged between the on-site standard layer assembly area (5) and the on-site lifting area, the slide way (4) and the tray (2) are connected into a sliding pair or a rolling pair, and the slide way (4) and the tray (2) are utilized to pull and translate the standard layer integral unit which is assembled in the on-site standard layer assembly area (5) and is lifted and placed on the tray (2) to the on-site lifting area; a lifting platform (7) is installed on the independent column; the lifting platform (7) is provided with a lifting device (6), and the lifting device (6) is used for carrying out integral flip-chip lifting assembly on the standard layer integral unit to complete the construction of the proposed assembly type building; the upper end of the slide way (4) is connected with the tray (2) to form a sliding structure of a slide way sliding block; the standard layer integral unit is assembled and constructed in an on-site standard layer assembly area, is hoisted and placed on the tray (2) after being assembled, and then is translated along with the tray (2).
2. The fabricated building integral inversion construction system of claim 1, wherein: the lifting platform (7) is arranged at the top of the independent column (1), and the lifting device (6) is arranged on the lifting platform (7).
3. The fabricated building integral inversion construction system of claim 1, wherein: the lifting device (6) is a hydraulic lifting jack and is connected with the proposed fabricated building through a steel strand or a steel pull rod (8).
4. The fabricated building integral inversion construction system of claim 1, wherein: the end of the slide way of the field lifting area is provided with the independent column which is provided with the F area (10), the independent column which is provided with the F area (10) is provided with the independent column (1), so that the independent column which is provided with the E area (9), the independent column which is provided with the G area (11) and the independent column which is provided with the F area (10) form the field lifting area.
5. The fabricated building integral inversion construction system of claim 1, wherein: the independent column (1) is built in the structural forms of an independent steel column, a steel box column, a steel support, a lattice column, a reinforced concrete column and the like; meanwhile, according to the structural form and the different distances between the adjacent columns, the independent columns are fixed by arranging the cable ropes, the supports among the columns and the connecting beams, so that the stability of the independent columns is improved.
6. The fabricated building integral inversion construction system according to claim 1 or 3, wherein: the lifting device (6) is a hydraulic continuous jack or a hydraulic discontinuous jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021445437.3U CN212715980U (en) | 2020-07-21 | 2020-07-21 | Whole flip-chip construction system of assembled building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021445437.3U CN212715980U (en) | 2020-07-21 | 2020-07-21 | Whole flip-chip construction system of assembled building |
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| CN212715980U true CN212715980U (en) | 2021-03-16 |
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| CN202021445437.3U Expired - Fee Related CN212715980U (en) | 2020-07-21 | 2020-07-21 | Whole flip-chip construction system of assembled building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958132A (en) * | 2020-07-21 | 2022-01-21 | 广西科技大学 | Integral inverted construction system and construction method for fabricated building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958132A (en) * | 2020-07-21 | 2022-01-21 | 广西科技大学 | Integral inverted construction system and construction method for fabricated building |
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Granted publication date: 20210316 Termination date: 20210721 |