Row-up independent buttress construction structure and method highly integrated into factory building

Abstract

The construction structure comprises a gable wall and the rows of independent buttresses, and a first height floor slab and a second height floor slab are arranged on the upper portions of the independent buttresses; the rows of independent buttresses are constructed layer by layer, and an operation platform used for construction of the independent buttresses is built through the triangular supporting tool hanging frame, the cantilever I-shaped steel and the channel I-shaped steel. The space between the independent buttress and the outer wall of the plant is divided into a plurality of rooms; the first-height floor slab is higher than the top of the factory building roof, and the second-height floor slab is located above the first-height floor slab; and a staggered platform used for construction of the first-height floor slab is erected below the first-height floor slab, and construction of the second-height floor slab is conducted with the first-height floor slab as a support. The construction efficiency of the row of independent buttress structures can be improved, the construction safety is guaranteed, the construction cost is reduced, the independent buttresses and a plant are highly fused, and the space utilization rate is increased.

Description

Technical Field

[0001] The invention relates to the technical field of modern building construction, and in particular to a construction structure and method of rows of independent buttress columns highly integrated into a factory building. Background Art

[0002] At present, there are rows of buttress structures on both sides of the reactor building of the nuclear power plant. The buttresses above the roof elevation of the surrounding buildings are independent buttresses. The buttresses below the roof elevation of the surrounding buildings are located in the surrounding buildings. The height of the buttress structure is consistent with the gable of the reactor building from bottom to top. Since the reactor building is constructed first, the buttresses are used to increase the rigidity of the gable of the reactor building to resist the lateral stress of the steel arch on the gable. The buttress structure needs to be constructed together with the gable of the reactor building, which is much earlier than the construction of the main structure of the surrounding buildings.

[0003] The buttress column structure is designed to be integrated with the main structure of the surrounding factory buildings. The traditional standard layer construction method of one wall and one slab will take a long time to complete and will not meet the requirements of synchronous construction of buttress columns and gables. Therefore, when constructing the buttress column structure, construction joints must be set at the connection with the surrounding factory buildings, and the space of the surrounding factory buildings must not be occupied to build operating platforms or passages, otherwise it will affect the construction of the main structure of the surrounding factory buildings; the buttress column height can generally reach 70m, and the maximum construction height difference with the surrounding factory buildings can reach 40m, so it cannot be constructed by setting up scaffolding. Summary of the invention

[0004] The purpose of the present invention is to provide a construction structure and method for rows of independent buttress columns that are highly integrated into the factory building, in view of the characteristics of rows of independent buttress columns that are super high, large in cross-section, and cantilevered. The invention improves the construction efficiency of the row of independent buttress columns, ensures construction safety, reduces construction costs, and makes the independent buttress columns highly integrated with the factory building, thereby improving space utilization.

[0005] To achieve the above purpose, the technical solution provided by the present invention is:

[0006] A first aspect of the present application provides a construction structure of rows of independent buttress columns that are highly integrated into a factory building, comprising a gable and rows of independent buttress columns, wherein a first-height floor slab and a second-height floor slab are provided on the upper part of the independent buttress columns;

[0007] The rows of independent buttress columns are constructed layer by layer, and the operating platform for the construction of independent buttress columns is built through triangular support tooling hangers, cantilevered I-beams and channel I-beams;

[0008] When constructing the buttress columns of the next layer, pre-embed the cantilever I-beam and the tooling hanger cone in advance, install the triangular support tooling hanger on the tooling hanger cone, install the channel I-beam on the cantilever I-beam, and install the operating platform composed of scaffolding steel pipes and steel springboards on the triangular support tooling hanger and the channel I-beam;

[0009] The space between the independent buttresses and the outer wall of the factory building is divided into a plurality of rooms;

[0010] The height of the first-height floor is higher than the height of the top of the factory roof, and the second-height floor is located above the first-height floor; a staggered platform for the construction of the first-height floor is set up under the first-height floor, and the construction of the second-height floor is carried out with the first-height floor as support.

[0011] To optimize the above technical solutions, the specific measures taken also include:

[0012] Supporting steel beams are embedded in the independent buttress columns on both sides of the room, and both ends of the supporting steel beams are embedded in the independent buttress columns on both sides. The two ends of the supporting steel beams are reinforced and connected with the main reinforcement of the independent buttress columns on both sides using longitudinal and transverse reinforcing steel bars, and steel plate hanging ears are welded in the middle of the web at both ends of the supporting steel beams.

[0013] Furthermore, a vertical passage with a scaffolding inclined ladder is set up on the supporting steel beam of the room; the bottom of the scaffolding ladder is buckled with a top support to fix the scaffolding steel pipe, a platform is set at the turning of the passage, railings and toeboards are set on both sides of the inclined passage and the periphery of the platform, and the periphery of the scaffolding ladder along the frame is fully enclosed with a dense mesh safety net.

[0014] Furthermore, the operating platform uses longitudinal scaffolding steel pipes and horizontal scaffolding steel pipes to form an operating platform scaffolding steel pipe frame, wherein the longitudinal scaffolding steel pipes and the horizontal scaffolding steel pipes are connected by cross fasteners, and scaffolding steel springboards are laid on them; the operating platform scaffolding steel pipe frame is connected into a whole by scaffolding steel pipes and the bottom triangular support tooling hanger or channel I-beam.

[0015] Furthermore, the tooling hanger cone is embedded in the inner side of the template of the independent buttress column through a bent pull rod installed in the tooling hanger cone, the tooling hanger screw passes through the hanger mounting hole on the independent buttress column and is connected to the tooling hanger cone, the tooling hanger screw is tightened and fixed to the tooling hanger cone by a disc nut and a gasket, and a triangular support tooling hanger is installed on the outer end of the tooling hanger screw.

[0016] Furthermore, the outer end of the tooling hanger screw rod is connected to the triangular support tooling hanger through the length of the scaffolding steel pipe, so that the triangular support tooling hangers on the same side are connected into a whole.

[0017] Furthermore, the staggered platform is constructed with steel sections and scaffolding supports. The staggered platform is supported by cantilevered I-beams embedded in the lower wall. The scaffolding steel pipes are fixed in the form of top supports and inverted buckles. A double-row operating frame is arranged on the outer layer of the staggered platform, and wall connecting parts are arranged on the gable to tie the staggered platform.

[0018] Preferably, a construction joint is provided at the connection between the gable and the independent buttress column, and the independent buttress column dowel bars include mechanical joints.

[0019] Furthermore, the rows of independent buttresses are divided into a number of rooms by partition walls, walls and floor slabs, and the rooms are used as functional rooms in the factory.

[0020] A second aspect of the present application provides a method for constructing rows of independent buttress columns that are highly integrated into a factory building, comprising the following steps:

[0021] Carry out gable construction first;

[0022] After the gable construction, rows of independent buttresses are constructed;

[0023] The operating platform composed of triangular support tooling hangers, cantilevered I-beams and channel I-beams is constructed layer by layer to form rows of independent buttress columns; when constructing the next layer of independent buttress columns, the cantilevered I-beams and tooling hanger cones are pre-embedded; during construction, the triangular support tooling hangers are installed on the tooling hanger cones, the channel I-beams are installed on the cantilevered I-beams, and the operating platform composed of scaffolding steel pipes and steel springboards is installed on the triangular support tooling hangers and channel I-beams;

[0024] Embed supporting steel beams in the independent buttresses on both sides of the room;

[0025] Set up a vertical passage with scaffolding inclined ladder on the supporting steel beam;

[0026] Construction of independent buttress columns is staggered;

[0027] Set up scaffolding support and construct the first height floor;

[0028] Scaffolding support is set up on the top of the first-height floor slab to construct the second-height floor slab;

[0029] Finally, the partition walls, walls and floor slabs between the rows of independent buttresses below the roof level of the surrounding factory buildings are constructed.

[0030] Compared with the prior art, the present invention has the following beneficial effects:

[0031] The rows of independent buttress columns of the present invention do not occupy space, and the independent buttress columns and the surrounding structures can be constructed in parallel, or the buttress columns can be constructed first, thus shortening the construction period. The rows of independent buttress columns of the present invention are integrated with the reactor building of the nuclear power plant, and the interval spaces therein form a plurality of functional rooms.

[0032] The upper part of the independent buttress column of the present invention is provided with a first height floor slab and a second height floor slab, the height of the first height floor slab is higher than the height of the top of the factory building roof, and finally the construction is carried out on the partition wall, wall and floor slab between the rows of independent buttress columns below the elevation of the surrounding factory building roof; because the height of the independent buttress columns above the roof is relatively high, in order to strengthen the connection between the independent buttress columns and improve the overall stability, the first height floor slab and the second height floor slab are provided to tie the adjacent independent buttress columns, wherein the second height floor slab has a tying function, because it is located at the top of the buttress column and is directly connected to the steel arch-reinforced concrete composite structure, it can increase the rigidity of the gable of the reactor building to resist the horizontal stress of the steel arch on the gable, and also serves as the roof panel of the buttress column; in this way, the independent buttress column can be integrated with the surrounding nuclear power plant reactor building, and the safety of the construction can be guaranteed.

[0033] The original traditional scaffolding construction method wastes a lot of manpower and materials, occupies space, cannot meet the requirements of synchronous construction of surrounding structures, affects the construction period, and requires the construction of super-high scaffolding, which is very dangerous. The present invention is a construction structure of rows of warehouse-type buttress columns, and combines the operating platform and the passage into one, which can be used in rotation with the construction level, saving construction materials and ensuring construction quality and safety.

[0034] The present invention embeds a supporting steel beam in the buttress column, and sets up a steel pipe scaffolding inclined ladder on the supporting steel beam, so as to fully utilize the internal space, facilitate vertical up and down passage of personnel, and improve efficiency.

[0035] The solution of the present invention is simple to construct on site, can effectively shorten the construction period, save materials, reduce construction costs, and has controllable construction quality, low safety risks, and good promotion and application value. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1 This is a top view of the construction structure of rows of independent buttress columns that are highly integrated into the factory building of the present invention.

[0037] Figure 2 This is an elevation view of the construction structure of rows of independent buttress columns that are highly integrated into the factory building of the present invention.

[0038] Figure 3 It is a side view of the construction structure of rows of independent buttress columns that are highly integrated into the factory building of the present invention.

[0039] Figure 4 It is a top view of a row of independent buttress column structures that are preferentially constructed in an embodiment of the present invention.

[0040] Figure 5 This is a structural elevation view of rows of independent buttress columns that are preferentially constructed in an embodiment of the present invention.

[0041] Figure 6It is a side view of a row of independent buttress column structures that are preferentially constructed in an embodiment of the present invention.

[0042] Figure 7 Schematic diagram of a combined platform in an embodiment of the present invention.

[0043] Figure 8 This is a construction elevation view of a row of independent buttress column structures that are preferentially constructed in an embodiment of the present invention.

[0044] Fig. 9 It is the EE section construction drawing in the embodiment of the present invention.

[0045] Fig.10 It is the FF section construction drawing in the embodiment of the present invention.

[0046] Fig.11 It is the GG section construction drawing in the embodiment of the present invention.

[0047] Fig.12 It is the HH section construction drawing in the embodiment of the present invention.

[0048] Fig.13 It is the construction drawing of section II in the embodiment of the present invention.

[0049] In the figure, 1. gable; 2. independent buttress column; 3. partition wall; 4. surrounding factory wall; 5. surrounding factory floor; 6. second height floor; 7. channel support I-beam; 8. triangular support tooling bracket; 9. cantilever I-beam; 10. channel I-beam; 11. scaffolding ladder; 12. operating platform; 13. tooling bracket cone; 14. bent pull rod; 15. butterfly nut; 16. tooling bracket screw; 17. gasket; 18. supporting steel beam; 19. top support; 20. engineering wood main keel; 21. engineering wood secondary keel; 22. plywood; 23. wall connecting parts. DETAILED DESCRIPTION

[0050] The above contents of the present invention are further described in detail below in the form of embodiments, but this should not be understood as the scope of the above subject matter of the present invention being limited to the following embodiments, and all technologies realized based on the above contents of the present invention belong to the scope of the present invention.

[0051] The present invention provides a row of independent buttress column construction structures that are highly integrated into the factory building, such as Figure 1-3 As shown, it includes a gable 1 and rows of independent buttresses 2, and the upper part of the independent buttresses 2 is provided with a first height floor slab and a second height floor slab 6;

[0052] The rows of independent buttress columns 2 are constructed layer by layer, and an operating platform 12 for the construction of the independent buttress columns 2 is built by means of a triangular support tooling hanger 8, a cantilevered I-beam 9 and a channel I-beam 10;

[0053] When constructing the next layer of buttress columns, the cantilever I-beam 9 and the tooling hanger cone 13 are embedded in advance, the triangular support tooling hanger 8 is installed on the tooling hanger cone 13, the channel I-beam 10 is installed on the cantilever I-beam 9, and the operating platform 12 composed of scaffolding steel pipes and steel springboards is installed on the triangular support tooling hanger 8 and the channel I-beam 10; wherein, both ends of the channel I-beam 10 are welded to the cantilever I-beam 9.

[0054] The space between the independent buttress column 2 and the outer wall of the factory building is divided into several rooms;

[0055] The height of the first height floor is higher than the height of the top of the factory roof, and the second height floor 6 is located above the first height floor; a staggered platform for the construction of the first height floor is set up below the first height floor, and the construction of the second height floor 6 is carried out with the first height floor as support.

[0056] The second height floor 6 is a floor higher than the factory roof, and the first height floor is a roof panel on the top of the buttress column.

[0057] In some embodiments, a supporting steel beam 18 is embedded in the independent buttress columns 2 on both sides of the room, and both ends of the supporting steel beam 18 are embedded in the independent buttress columns 2 on both sides. The two ends of the supporting steel beam 18 are reinforced and connected with the main reinforcement of the independent buttress columns 2 on both sides using longitudinal and transverse reinforcing steel bars, and steel plate ears are welded in the middle of the web at both ends of the supporting steel beam 18.

[0058] In some embodiments, a vertical passage of a scaffolding inclined ladder is set up on the supporting steel beam 18 of the room; a top support 19 is used at the bottom of the scaffolding ladder 11 to fix the scaffolding steel pipe, a platform is set at the corner of the passage, railings and footboards are set on both sides of the passage ramp and the periphery of the platform, and the periphery of the scaffolding ladder 11 along the frame is fully enclosed with a dense mesh safety net.

[0059] In some embodiments, the operating platform 12 uses longitudinal scaffolding steel pipes and horizontal scaffolding steel pipes to form a scaffolding steel pipe frame of the operating platform 12, wherein the longitudinal scaffolding steel pipes and the horizontal scaffolding steel pipes are connected by cross fasteners, and scaffolding steel springboards are laid on them; the scaffolding steel pipe frame of the operating platform 12 uses scaffolding steel pipes to be connected to the bottom triangular support tooling bracket 8 or channel I-beam 10 into a whole.

[0060] In some embodiments, the tooling hanger cone 13 is embedded in the inner side of the template of the independent buttress column 2 through a bent pull rod 14 installed in the tooling hanger cone 13, and the tooling hanger screw 16 passes through the hanger mounting hole on the independent buttress column 2 to be connected to the tooling hanger cone 13. The tooling hanger screw 16 is tightened and fixed to the tooling hanger cone 13 by a disc nut 15 and a gasket 17, and a triangular support tooling hanger 8 is installed on the outer end of the tooling hanger screw 16.

[0061] In some embodiments, the outer end of the tooling hanger screw 16 is connected to the triangular support tooling hanger 8 through the length of a scaffolding steel pipe, so that the triangular support tooling hangers 8 on the same side are connected into a whole.

[0062] In some embodiments, the staggered platform is constructed with steel sections and scaffolding supports. The staggered platform is supported by cantilevered I-beams 9 embedded in the lower wall. The scaffolding steel pipes are fixed in the form of top supports and inverted buckles. A double-row operating frame is arranged on the outer layer of the staggered platform, and a wall connecting piece 23 is arranged on the gable 1 to tie the staggered platform.

[0063] In some embodiments, a construction joint is left at the connection between the gable 1 and the independent buttress column 2, and the dowel bars of the independent buttress column 2 include mechanical joints, preferably 50% mechanical joints.

[0064] In some embodiments, the rows of independent buttresses 2 are separated by partition walls 3, walls and floors to form several rooms, which are used as functional rooms in the factory, which can be used and save space, so that the independent buttresses 2 are highly integrated with the factory.

[0065] In some embodiments, the floor formwork includes an engineered wood primary keel 20 , an engineered wood secondary keel 21 and a plywood 22 .

[0066] The present invention also provides a method for constructing rows of independent buttress columns that are highly integrated into a factory building, comprising the following steps:

[0067] First, carry out the construction of gable 1;

[0068] After the gable 1 is constructed, a row of independent buttress columns 2 are constructed;

[0069] The operation platform 12 composed of the triangular support tooling hanger 8, the cantilevered I-beam 9 and the channel I-beam 10 is used to construct rows of independent buttress columns 2 layer by layer; the cantilevered I-beam 9 and the tooling hanger cone 13 are pre-buried in advance when constructing the next layer of independent buttress columns 2; during construction, the triangular support tooling hanger 8 is installed on the tooling hanger cone 13, the channel I-beam 10 is installed on the cantilevered I-beam 9, and the operation platform 12 composed of scaffolding steel pipes and steel springboards is installed on the triangular support tooling hanger 8 and the channel I-beam 10;

[0070] Supporting steel beams 18 are embedded in the independent buttress columns 2 on both sides of the room;

[0071] A scaffolding inclined ladder vertical passage is set up on the supporting steel beam 18;

[0072] Construction of independent buttress column 2 construction staggered;

[0073] Set up scaffolding support and construct the first height floor;

[0074] Scaffolding support is set up on the top of the first height floor slab to construct the second height floor slab 6;

[0075] Finally, the partition walls 3, wall bodies and floor slabs between the rows of independent buttress columns 2 below the surrounding factory building roof elevation are constructed.

[0076] The technical solution of the present invention is further described in detail below in conjunction with specific embodiments:

[0077] A method for constructing a row of independent buttress columns 2 that are highly integrated into a factory building, comprising the following steps:

[0078] S1. According to the construction sequence, gable 1 is constructed first, and the height of gable 1 ranges from -7.5m to 63m;

[0079] S2, after the gable 1, a row of independent buttresses 2 shall be constructed first, such as Figure 4-6 As shown, the height of the independent buttress column 2 ranges from -7.5m to 63m;

[0080] S3, the rows of independent buttress columns 2 are constructed by using a triangular support tooling hanger 8 + cantilevered I-beam 9, channel I-beam 10 combined operating platform 12, and the cantilevered I-beam 9 and tooling hanger cone 13 are pre-embedded in advance when constructing the next layer of independent buttress columns 2;

[0081] S4. Embed steel beams in the independent buttress columns 2 on both sides of the room;

[0082] S5, install the triangular support tooling hanger 8 on the tooling hanger cone 13, install the channel I-beam 10 on the cantilever I-beam 9, and install the operating platform 12 composed of scaffolding steel pipes and steel springboards on the triangular support tooling hanger 8 and the channel I-beam 10;

[0083] S6. Set up a vertical passage with scaffolding and inclined ladder on the steel beam;

[0084] S7, sequentially construct the upper independent buttress columns 2, stagger the independent buttress columns 2 at the 50-55m (51m in this embodiment) level, and bury the supporting steel beams 18;

[0085] S8. Set up scaffolding support on the steel beam and construct the 55m floor (the first height floor);

[0086] S9. Set up scaffolding support on the top of the 55m floor slab and construct the 63m roof slab (the second highest floor slab 6);

[0087] S10, finally, the partition wall 3, wall body and floor slab between the rows of independent buttress columns 2 below the surrounding factory building roof elevation are constructed.

[0088] Tooling rack cone 13 embedded: refer to Figure 7According to the positioning and laying out, use an electric drill to drill a hole on the template at the center of the cone, use a screw with a nut to connect the cone inside the template from the outside of the template, and tighten the nut to fix the tooling hanger cone 13 on the template. The embedded tooling hanger cone 13 must be fixed on the inside of the template before concrete pouring; the cone is buried at a height not less than 300mm below the top elevation of the concrete pouring top of the independent buttress column 2.

[0089] Pre-embedded cantilever I-beam 9: Refer to Fig.12 The anchor end of the cantilever I-beam 9 extends into the independent buttress column 2, is buried in the concrete to a depth of not less than 500mm, and extends out of the concrete surface by not less than 2000mm. It is installed in the U-bolt, and the nuts at both ends of the U-bolt are tightened to press the pressure plate firmly on the upper part of the cantilever I-beam 9. The cantilever I-beam 9 is reinforced firmly, and the outer cantilever end uses a scaffolding steel pipe as a temporary reinforcement support.

[0090] Support steel beam 18 embedded: refer to Figure 8 The two ends of the supporting steel beam 18 extend into the independent buttress columns 2 on both sides, and the depth of the embedded concrete is not less than 500mm. The top of the supporting steel beam 18 is at least 300mm away from the concrete pouring elevation. The two ends of the I-beam are reinforced and connected with the main bars of the independent buttress columns 2 using longitudinal and transverse reinforcement steel bars. Steel plate lifting ears are welded in the middle of the webs at both ends of each supporting steel beam 18. The steel plate lifting ears are installed horizontally to avoid affecting the erection of the upper scaffolding ladder 11, and to facilitate lifting and removal.

[0091] Installation of triangular support fixture bracket 8: refer to Figure 7 The triangular support tooling hanger 8 is installed through the above-mentioned tooling hanger cone 13, and the tooling hanger screw 16 is used to pass through the hanger installation hole to connect with the tooling hanger cone 13. The butterfly nut 15 of the triangular support tooling hanger 8 is installed and tightened behind the other end of the tooling hanger screw 16; the bottom of the triangular support tooling hanger 8 is connected by a scaffolding steel pipe to connect the triangular support tooling hanger 8 on the same side into a whole to ensure its stability.

[0092] Channel I-beam 10 installation: refer to Fig.12 , install the channel I-beam 10 on the cantilevered end of the above-mentioned cantilever I-beam 9; the bottom of the channel I-beam 10 is welded to the upper part of the cantilever I-beam 9, and the contact parts of the two I-beams are fully welded, and the weld height is not less than 6mm; steel plate lifting ears are welded in the middle of the web at both ends of each channel I-beam 10, and the steel plate lifting ears are installed horizontally to avoid affecting the erection of the upper operating platform 12, while facilitating lifting and dismantling.

[0093] Operating platform 12 laying: refer to Figure 7 , 89. Lay an operating platform 12 on the above-mentioned triangular support tooling hanger 8 and channel I-beam 10; use longitudinal scaffolding steel pipes and horizontal scaffolding steel pipes to form a frame, the longitudinal scaffolding steel pipes and the horizontal scaffolding steel pipes are connected with cross fasteners, and scaffolding steel springboards are fully laid on the top; the scaffolding steel pipe frame of the operating platform 12 is connected to the bottom triangular support tooling hanger 8 / channel I-beam 10 as a whole by scaffolding steel pipes, and the operating platform 12 is firmly locked on the bottom triangular support tooling hanger 8 / channel I-beam 10 to ensure its safety and stability; scaffolding steel pipes are used to set up protective railings on the outside, the upper railing has a height of 1.2m, the middle railing is arranged in the center, and the outside is closed with a dense mesh safety net.

[0094] Scaffolding ladder 11 channel erection: refer to Figure 8 , a scaffolding ladder 11 passage is set up on the above-mentioned supporting steel beam 18; the bottom of the scaffolding ladder 11 adopts a top support 19 to fix the scaffolding steel pipe; the width of the pedestrian ramp is not less than 1m, and the slope is not more than 1:3; a platform is set at the corner, and its width is not less than the width of the ramp; railings and footboards are set on both sides of the ramp and the periphery of the platform, the height of the railing is 1.2m, and the height of the footboard is 180mm; when the ramp scaffolding boards are laid in a row, the joints should be overlapped, the lower board head should press the upper board head, and the convex edges of the board head should be Use triangular wood for filling; set a non-slip wooden strip every 250mm on the inclined scaffolding, and the width of the wooden strip is 25mm; the scaffolding ladder 11 is connected to the inner wall with rigid wall connecting parts 23, and the spacing is not more than 2 steps and 3 spans; scissor braces are continuously set on the entire facade of the outer side of the scaffolding, and a double-layer protective shed is set on the top of the ladder, and the spacing between the two layers of protection should not be less than 700mm; the scaffolding ladder 11 is fully enclosed with a dense mesh safety net along the outer periphery of the frame, and the dense mesh safety net is set on the inner side of the outer pole of the scaffolding and firmly tied to the frame.

[0095] Erection of staggered platform support: the staggered platform extends outward from the independent buttress column 2 with a length of 800mm. The staggered platform support adopts the method of pre-embedded cantilever I-beam 9 in the lower wall, welding short steel bars on the steel beam or using the top support and inverted buckle at the bottom of the vertical pole to fix the scaffolding steel pipe vertical pole, and setting a double row of operating frames on the outer layer, and setting wall connecting parts 23 on the gable 1 for tensioning.

[0096] This embodiment adopts a triangular support tooling + I-beam combined platform, and the two ends of the supporting steel beam are directly buried in the independent buttress columns as support; in another embodiment, in order to solve the problem of vertical passage for personnel, it is also possible to bury the corbel tooling in the independent buttress columns on both sides of the room, install the supporting steel beam on the corbel tooling, and then set up a scaffolding inclined ladder on the supporting steel beam.

[0097] In order to ensure that the 55m slab with independent buttresses can meet the support requirements of the 63.2m slab, this embodiment sets a staggered platform at 51m of the lower wall, and adopts steel + scaffolding support to ensure that the 55m can be fully constructed; the 55m slab adopts the method of burying steel beams in the wall of the lower buttresses, and setting up 3m high scaffolding support on the steel beams to avoid setting up super-high scaffolding; the 55m slab is used as support to set up a tower / scaffolding to support the 63m slab.

[0098] This construction technology realizes the synchronous and parallel construction of independent buttress columns and the main structure of the surrounding factory buildings.

[0099] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any form. Any technician familiar with the profession, without departing from the scope of the technical solution of the present invention, according to the technical essence of the present invention, any simple modification, equivalent replacement and improvement made to the above embodiment still falls within the protection scope of the technical solution of the present invention.

Claims

1. A construction structure of rows of independent buttress columns highly integrated into a factory building, characterized by: It includes a gable and rows of independent buttresses, and the upper parts of the independent buttresses are provided with a first-height floor slab and a second-height floor slab; The rows of independent buttress columns are constructed layer by layer, and the operating platform for the construction of independent buttress columns is built through triangular support tooling hangers, cantilevered I-beams and channel I-beams; When constructing the buttress columns of the next layer, pre-embed the cantilever I-beam and the tooling hanger cone in advance, install the triangular support tooling hanger on the tooling hanger cone, install the channel I-beam on the cantilever I-beam, and install the operating platform composed of scaffolding steel pipes and steel springboards on the triangular support tooling hanger and the channel I-beam; The space between the independent buttresses and the outer wall of the factory building is divided into a plurality of rooms; The height of the first-height floor is higher than the height of the top of the factory roof, and the second-height floor is located above the first-height floor; a staggered platform for the construction of the first-height floor is set up under the first-height floor, and the construction of the second-height floor is carried out with the first-height floor as support.

2. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: Supporting steel beams are embedded in the independent buttress columns on both sides of the room, and both ends of the supporting steel beams are embedded in the independent buttress columns on both sides. The two ends of the supporting steel beams are reinforced and connected with the main reinforcement of the independent buttress columns on both sides using longitudinal and transverse reinforcing steel bars, and steel plate hanging ears are welded in the middle of the web at both ends of the supporting steel beams.

3. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 2 is characterized by: A vertical passage with a scaffolding inclined ladder is set up on the supporting steel beam of the room; the bottom of the scaffolding ladder uses an inverted top support to fix the scaffolding steel pipe, a platform is set up at the turning of the passage, handrails and toeboards are set on both sides of the inclined passage and the periphery of the platform, and the periphery of the scaffolding ladder along the frame is fully enclosed with a dense mesh safety net.

4. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: The operating platform adopts longitudinal scaffolding steel pipes and horizontal scaffolding steel pipes to form the operating platform scaffolding steel pipe frame, wherein the longitudinal scaffolding steel pipes and the horizontal scaffolding steel pipes are connected by cross fasteners, and scaffolding steel springboards are laid on them; the operating platform scaffolding steel pipe frame adopts scaffolding steel pipes and the bottom triangular support tooling hanger or channel I-beam to be connected into a whole.

5. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: The tooling hanger cone is embedded in the template of the independent buttress column through a bent pull rod installed in the tooling hanger cone. The tooling hanger screw passes through the hanger mounting hole on the independent buttress column and is connected to the tooling hanger cone. The tooling hanger screw is tightened and fixed to the tooling hanger cone by a disc nut and a gasket. A triangular support tooling hanger is installed on the outer end of the tooling hanger screw.

6. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 5 is characterized by: The outer end of the tooling hanger screw rod adopts a scaffolding steel pipe to connect the triangular support tooling hanger through the length, so as to connect the triangular support tooling hangers on the same side into a whole.

7. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: The staggered platform is constructed with steel sections and scaffolding supports. The staggered platform is supported by cantilevered I-beams embedded in the lower wall. The scaffolding steel pipes are fixed in the form of top supports and inverted buckles. A double-row operating frame is arranged on the outer layer of the staggered platform, and wall connecting pieces are arranged on the gable to tie the staggered platform.

8. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: A construction joint is left at the connection between the gable and the independent buttress column, and the independent buttress column dowel bars include mechanical joints.

9. The row of independent buttress columns highly integrated into the factory building construction structure according to claim 1 is characterized by: The rows of independent buttresses are divided into a number of rooms by partition walls, walls and floor slabs, and the rooms are used as functional rooms in the factory.

10. The construction method of the row of independent buttress columns highly integrated into the factory building according to any one of claims 1 to 9, characterized in that: The following steps are involved: Carry out gable construction first; After the gable construction, rows of independent buttresses are constructed; The operating platform composed of triangular support tooling hangers, cantilevered I-beams and channel I-beams is constructed layer by layer to form rows of independent buttress columns; when constructing the next layer of independent buttress columns, the cantilevered I-beams and tooling hanger cones are pre-embedded; during construction, the triangular support tooling hangers are installed on the tooling hanger cones, the channel I-beams are installed on the cantilevered I-beams, and the operating platform composed of scaffolding steel pipes and steel springboards is installed on the triangular support tooling hangers and channel I-beams; Embed supporting steel beams in the independent buttresses on both sides of the room; Set up a vertical passage with scaffolding inclined ladder on the supporting steel beam; Construction of independent buttress columns is staggered; Set up scaffolding support and construct the first height floor; Scaffolding support is set up on the top of the first-height floor slab to construct the second-height floor slab; Finally, the partition walls, walls and floor slabs between the rows of independent buttresses below the roof level of the surrounding factory buildings are constructed.

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