CN111230478A - Processing method of construction shaping template of large-section special-shaped concrete pier column structure - Google Patents
Processing method of construction shaping template of large-section special-shaped concrete pier column structure Download PDFInfo
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- CN111230478A CN111230478A CN202010059877.3A CN202010059877A CN111230478A CN 111230478 A CN111230478 A CN 111230478A CN 202010059877 A CN202010059877 A CN 202010059877A CN 111230478 A CN111230478 A CN 111230478A
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- shaped concrete
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P21/00—Machines for assembling a multiplicity of different parts to compose units, with or without preceding or subsequent working of such parts, e.g. with programme control
- B23P21/004—Machines for assembling a multiplicity of different parts to compose units, with or without preceding or subsequent working of such parts, e.g. with programme control the units passing two or more work-stations whilst being composed
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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Abstract
The invention discloses an installation method of a construction forming template of a large-section special-shaped concrete pier column structure. During the use, wholly assemble every 4 templates through hoisting machine to scribble the release agent in the template, through total powerstation and surveyor's level inspection, finely tune the template position, after the inspection is errorless, reuse the integral connection and the reinforcement between 4 templates. After concrete pouring is finished, the opposite pull rods are loosened, the steel formwork is dismantled through the cooperation of hoisting machinery, and the formwork can still be used for next formwork installation work after the surface of the formwork is cleaned.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a processing method of a construction forming template of a large-section special-shaped concrete pier column structure.
Background
In recent years, with the improvement of living standard of people, people have higher requirements on living conditions and environmental space of people besides the requirements on material conditions, and with the construction of various large-scale structures,
the application of various large-section concrete structures and the increasingly more 'picking' of modern architects require that the existing reinforced concrete structure not only has safety, applicability and durability, but also has aesthetic property, for example, Japanese architect-Ampelopsis loyalty recommends the 'clear water-blown cottonrose hibiscus and natural carving-removed' clear water concrete structure to the utmost extent, and the selection of the template has great influence on the appearance forming quality of the concrete. Therefore, the requirements of modern concrete structures on the templates are higher and higher, the strength, rigidity and stability of the templates need to meet the requirements, and the appearance of the demolded concrete needs to be attractive.
In this case, it is obviously difficult for the conventional plywood pattern to satisfy construction requirements, both from the viewpoint of safety of construction and from the viewpoint of appearance of a cast-in-place structure.
Disclosure of Invention
The invention aims to solve the problems of processing and installing templates of a complex special-shaped concrete structure, and provides a processing method of a construction shaping template of a large-section special-shaped concrete pier column structure.
In order to achieve the purpose, the invention adopts the following technical scheme:
the processing method of the construction shaping template of the large-section special-shaped concrete pier column structure is characterized by comprising the following steps of: the processing method of the construction shaping template of the large-section special-shaped concrete pier stud structure mainly comprises a vertical frame, a horizontal frame, a panel, vertical ribs, transverse ribs, partition plates, back ridges, diagonal angle steels, triangular plates, hanging plates and diagonal rods,
the method comprises the following steps of performing three-dimensional design and deepening of a template according to a design construction drawing, partitioning a steel mould according to actual construction conditions, determining the length and the width of each template according to the actual conditions, and sequentially forming the templates from inside to outside by mainly comprising a panel, vertical ribs, transverse ribs and back ridges;
installing horizontal frames and vertical frames at four corners of each panel, punching holes in advance at preset positions, determining the hole diameter and position of the punched holes according to the diameter of the pull rod and the construction scheme,
then, installing the vertical ribs and the transverse ribs in the transverse and vertical frames, and after the transverse ribs and the vertical ribs are installed, installing hanging plates at the designed positions of the vertical ribs so as to facilitate on-site hoisting, if the panel assembly is processed;
then, the partition board is effectively connected with the back edge to finish the processing of the back edge assembly; in order to increase the rigidity of the diagonal angle steel, two triangular plates are arranged in the angle steel to finish the processing of the diagonal angle steel component;
after the components are processed, the back edge components and the opposite-pulling angle steel components are effectively connected to the panel components according to the positions and the intervals set by the design scheme, and then the back edge components and the opposite-pulling angle steel components are transported to a construction site;
when the formwork assembling device is used, every four formworks are integrally assembled through a hoisting machine, an isolating agent is coated in the formworks, the formworks are inspected through a total station and a level, the position of the formworks is finely adjusted, after the inspection is correct, the tie rods are used for completing integral connection and reinforcement between the four formworks, after concrete pouring is completed, the tie rods are firstly loosened, the steel formworks are removed through the cooperation of the hoisting machine, and after the surfaces of the formworks are cleaned, the formwork assembling device can still be used for next formwork installation work.
Preferably, the vertical frame is made of angle steel of 100mm x 10 mm.
Preferably, the transverse frame, the transverse ribs and the hanging plates are made of 12 mm-100 mm flat steel.
Preferably, the panel is made of 6mm steel plate.
Preferably, the vertical rib is made of 10# channel steel.
Preferably, the baffle is made of 6mm by 50mm flat steel.
Preferably, the back edge is made of 16# channel steel.
Preferably, the split angle steel is made of 125mm 12mm angle steel.
Preferably, the set square is made of 6mm by 90mm flat steel.
Preferably, the pair of pull rods can be processed and installed by using on-site reinforcing steel bar waste.
Compared with the prior art, the invention provides a processing method of a construction sizing template of a large-section special-shaped concrete pier column structure, which has the following beneficial effects:
the construction shaping steel template adopting the large-section special-shaped concrete pier stud structure has the advantages of high template rigidity, good concrete appearance shaping quality, capability of carrying out shaping design in a factory according to a design drawing and the like.
Drawings
Fig. 1 is an integral assembly drawing of a construction setting template of a large-section special-shaped concrete pier column structure provided by the invention.
Fig. 2 is a front view of a construction forming template of a large-section special-shaped concrete pier column structure provided by the invention.
Fig. 3 is a top view of a construction forming template of a large-section special-shaped concrete pier column structure provided by the invention.
Fig. 4 is a side view of a construction forming template of a large-section special-shaped concrete pier column structure provided by the invention.
In the figure: 1. the vertical frame 2, the transverse frame 3, the panel 4, the vertical rib 5, the transverse rib 6, the partition plate 7, the back ridge 8, the opposite-pulling angle steel 9, the triangular plate 10, the hanging plate 11 and the opposite-pulling rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Example one
Referring to fig. 1-4, the processing method of the construction shaping template of the large-section special-shaped concrete pier column structure is characterized in that: the processing method of the construction shaping template of the large-section special-shaped concrete pier stud structure mainly comprises a vertical frame 1, a transverse frame 2, a panel 3, a vertical rib 4, a transverse rib 5, a partition plate 6, a back ridge 7, opposite-pulling angle steel 8, a triangular plate 9, a hanging plate 10 and opposite-pulling rods 11,
the method comprises the following steps of performing three-dimensional design and deepening of a template according to a design construction drawing, partitioning a steel mould according to actual construction conditions, determining the length and the width of each template according to the actual conditions, and sequentially forming the templates from inside to outside by mainly comprising a panel 3, vertical ribs 4, transverse ribs 5 and back ridges 7;
installing transverse frames 2 and vertical frames 1 at four corners of each panel 3, punching holes in advance at preset positions, determining the hole diameter and position of the punched holes according to the diameter of the tie rod 11 and a construction scheme,
then, the vertical ribs 4 and the transverse ribs 5 are installed in the transverse and vertical frames 1, after the transverse ribs 5 and the vertical ribs 4 are installed, hanging plates 10 are installed at the designed positions of the vertical ribs 4 so as to facilitate on-site hoisting, and thus the panel 3 assembly is processed;
then, the partition board 6 is effectively connected with the back edge 7, and the processing of the back edge 7 component is completed; in order to increase the rigidity of the opposite-pulling angle steel 8, two triangular plates 9 are arranged in the angle steel to finish the processing of the opposite-pulling angle steel 8 component;
after the components are processed, the back edge 7 component and the split angle steel 8 component are effectively connected to the panel 3 component according to the positions and the intervals set by the design scheme, and then the components are transported to a construction site;
during the use, wholly assemble every four templates through hoisting machinery to scribble the parting agent in the template, through total powerstation and spirit level inspection, finely tune the template position, the inspection is errorless back, uses the tie-rod 11 to accomplish the integral connection and the reinforcement between four templates, and after the concrete is pour and is accomplished, loosens earlier tie-rod 11, demolishs this steel form through hoisting machinery cooperation, clears up the template surface the back, still can be used to the next formwork erection work.
Example two
On the basis of the first embodiment, the vertical frame 1 is made of 100mm by 10mm angle steel, the horizontal frame 2, the horizontal rib 5 and the hanging plate 10 are made of 12mm by 100mm flat steel, the panel 3 is made of 6mm steel plates, the vertical rib 4 is made of 10# channel steel, the partition plate 6 is made of 6mm by 50mm flat steel, the back edge 7 is made of 16# channel steel, the opposite-pulling angle steel 8 is made of 125mm by 12mm angle steel, the triangular plate 9 is made of 6mm by 90mm flat steel, and the opposite-pulling rod 11 can be processed and installed by adopting on-site reinforcing steel bar waste.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (10)
1. The processing method of the construction shaping template of the large-section special-shaped concrete pier column structure is characterized by comprising the following steps of: the processing method of the construction shaping template of the large-section special-shaped concrete pier column structure mainly comprises a vertical frame (1), a transverse frame (2), a panel (3), a vertical rib (4), a transverse rib (5), a partition plate (6), a back edge (7), opposite-pulling angle steel (8), a triangular plate (9), a hanging plate (10) and opposite-pulling rods (11),
the method comprises the following steps of performing three-dimensional design and deepening of a template according to a design construction drawing, partitioning a steel mould according to actual construction conditions, determining the length and the width of each template according to the actual conditions, and sequentially forming the template by mainly comprising a panel (3), vertical ribs (4), transverse ribs (5) and back ridges (7) from inside to outside;
transverse frames (2) and vertical frames (1) are arranged at four corners of each panel (3), holes are punched in advance at preset positions, the size and the positions of the holes are determined according to the diameter of a counter pull rod (11) and a construction scheme,
then, the vertical ribs (4) and the transverse ribs (5) are installed in the transverse and vertical frames (1), and after the transverse ribs (5) and the vertical ribs (4) are installed, hanging plates (10) are installed at the designed positions of the vertical ribs (4) so as to facilitate on-site hoisting, so that the panel (3) assembly is processed;
then, the partition plate (6) is effectively connected with the back edge (7) to complete the processing of the back edge (7) component; in order to increase the rigidity of the split angle steel (8), two triangular plates (9) are arranged in the angle steel to finish the processing of the split angle steel (8) component;
after the components are processed, the back edge (7) component and the split angle steel (8) component are effectively connected to the panel (3) component according to the positions and the intervals set by the design scheme, and then the components are transported to a construction site;
when the formwork assembling device is used, every four formworks are integrally assembled through a hoisting machine, an isolating agent is coated in the formworks, the formworks are inspected through a total station and a level, the position of the formworks is finely adjusted, after the inspection is correct, the four formworks are integrally connected and reinforced through the tie rods (11), after concrete pouring is completed, the tie rods (11) are firstly loosened, the steel formworks are removed through the matching of the hoisting machine, and after the surfaces of the formworks are cleaned, the formwork assembling device can still be used for next formwork installation work.
2. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the vertical frame (1) is made of angle steel of 100mm x 10 mm.
3. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the transverse frame (2), the transverse ribs (5) and the hanging plates (10) are made of 12mm by 100mm flat steel.
4. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the panel (3) is made of a 6mm steel plate.
5. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the vertical ribs (4) are made of 10# channel steel.
6. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the partition plate (6) is made of 6mm by 50mm flat steel.
7. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the back edge (7) is made of 16# channel steel.
8. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the split angle steel (8) is made of 125mm by 12mm angle steel.
9. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the triangular plate (9) is made of 6mm by 90mm flat steel.
10. The processing method for the construction and shaping template of the large-section special-shaped concrete pier column structure according to claim 1, wherein the counter-pull rod (11) can be processed and installed by using on-site waste steel bars.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010059877.3A CN111230478A (en) | 2020-01-19 | 2020-01-19 | Processing method of construction shaping template of large-section special-shaped concrete pier column structure |
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| CN202010059877.3A CN111230478A (en) | 2020-01-19 | 2020-01-19 | Processing method of construction shaping template of large-section special-shaped concrete pier column structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851300A (en) * | 2020-07-09 | 2020-10-30 | 中铁六局集团天津铁路建设有限公司 | Rectangular frame column construction method adopting template chamfering |
| CN117340630A (en) * | 2023-12-04 | 2024-01-05 | 四川欣和建设工程有限公司 | Vertical assembly equipment for building rectangular steel pipes |
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| JP4737135B2 (en) * | 2007-04-27 | 2011-07-27 | 日産自動車株式会社 | Component input method and component input device |
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| CN117340630B (en) * | 2023-12-04 | 2024-02-09 | 四川欣和建设工程有限公司 | Vertical assembly equipment for building rectangular steel pipes |
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