Special-shaped double-curved-surface concrete reinforcing structure
By combining positioning mechanisms, square steel, and tie rods for reinforcement, the problems of high construction difficulty and cost of irregular hyperboloid concrete structures were solved, achieving low-cost and high-efficiency construction results.
Patent Information
- Application Number
- CN202423108122.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-16
- Publication Date
- 2025-12-30
- Estimated Expiration
- 2034-12-16
AI Technical Summary
Existing steel formwork systems are difficult to use, costly, and cannot be reused when constructing irregular hyperboloid concrete structures.
The system employs a combination of positioning mechanism, square steel, tie rods, and support mechanism. It utilizes wooden formwork to clamp the hyperboloid concrete structure, reinforces it with square steel and tie rods, and provides bottom support, enabling repeated use.
It reduced construction difficulty and cost while ensuring the surface finish and construction precision of the concrete, thus achieving stable reinforcement of irregular hyperboloid concrete structures.
Smart Images
Figure CN223738985U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of building construction, and particularly relates to a special-shaped hyperboloid concrete reinforcing structure. BACKGROUND
[0002] In building construction production, cast-in-place concrete pouring needs to use corresponding formwork as a mold for shaping, and the conventional formwork on the market is wood formwork or steel formwork; with the improvement of the overall level of the construction industry in China, the design of the fair-faced concrete structure building which is novel in modeling, complex in shape, advanced in technology and can better meet the aesthetic standards of modern people is also increasing; in the prior art, a steel formwork system is generally used for construction, and the steel formwork system has great construction difficulty, high construction cost and cannot be used for turnover. SUMMARY
[0003] In view of the deficiencies in the prior art, the embodiment of the present application provides a special-shaped hyperboloid concrete reinforcing structure to solve the problems in the related art, and the technical scheme is as follows:
[0004] The embodiment of the present application provides a special-shaped hyperboloid concrete reinforcing structure, which comprises: a positioning mechanism for reinforcing a hyperboloid concrete structure; square steel; the square steel is vertically arranged on the outer side of the positioning mechanism; a plurality of pairs of tensioning screws; the plurality of pairs of tensioning screws are longitudinally and equidistantly arranged on the square steel, and the tensioning screws are connected to the positioning mechanism; a supporting mechanism; the supporting mechanism is arranged at the lower end of the positioning mechanism.
[0005] In an embodiment, the positioning mechanism comprises: a first horizontal shaping backstay and a plurality of second horizontal shaping backstays; the first horizontal shaping backstay is arranged at the bottom of the hyperboloid concrete structure; the plurality of second horizontal shaping backstays are respectively longitudinally and equidistantly arranged on the hyperboloid concrete structure; and the supporting mechanism is arranged at the lower end of the first horizontal shaping backstay.
[0006] In an embodiment, each of the plurality of second horizontal shaping backstays has a containing area between the intervals thereof; a backstay distance separating plate corresponding to the hyperboloid concrete structure is arranged in the containing area; and the tensioning screw is connected to the backstay distance separating plate.
[0007] In an embodiment, the first horizontal shaping backstay and the second horizontal shaping backstay are both double-layer spliced thick film-coated boards; and the thickness of the first horizontal shaping backstay and the second horizontal shaping backstay is 150 mm.
[0008] In an embodiment, the backstay distance separating plate is a single-layer thick film-coated board; and the width of the backstay distance separating plate is 580 mm to 600 mm.
[0009] In one embodiment, the supporting mechanism comprises a steel pipe frame, an adjustable top support, and a plurality of wooden bars; one end of the wooden bar is connected to the adjustable top support, and the other end of the wooden bar is arranged at the lower end of the first horizontal shaped back brace; and the steel pipe frame is connected to the adjustable top support.
[0010] In one embodiment, the pair of pull screws is a M16 three-section customized pair of pull screws.
[0011] In one embodiment, at least one seamless steel pipe is arranged on the pair of pull screws.
[0012] In one embodiment, a base lining plate is further included; the base lining plate is connected to the second horizontal shaped back brace.
[0013] In one embodiment, a panel is arranged on the surface of the base lining plate; the panel abuts against the hyperboloid concrete structure.
[0014] The above technical solution has at least the following advantages or beneficial effects:
[0015] The wooden formwork positioning mechanism of the present application is clamped on both sides of the hyperboloid concrete structure, and is clamped and reinforced by square steel and a pair of pull screws, which is convenient for turnover use, guarantees the surface effect of the concrete, maintains the spatial curved surface during the concrete pouring process, and effectively solves the problems of high construction cost, high construction difficulty, and high construction precision and elevation control difficulty.
[0016] The above summary is only for the purpose of the description and is not intended to limit in any way. In addition to the illustrative aspects, embodiments and features described above, further aspects, embodiments and features will be readily apparent to those skilled in the art by reference to the drawings and the following detailed description. BRIEF DESCRIPTION OF DRAWINGS
[0017] In the drawings, like reference numerals are used to indicate like parts throughout the various figures. The drawings are not necessarily to scale, the emphasis instead being placed upon illustrating the principles of the application. It should be understood that the drawings are merely depictions of some embodiments of the application and should not be construed as limiting the scope of the application.
[0018] Figure 1 is a structural elevation schematic view of the present application;
[0019] Figure 2 is Figure 1 an enlarged schematic view of
[0020] Figure 3 is a structural plan schematic view of the present application;
[0021] Figure 4The fixed node diagram of the utility model.
[0022] In the figure: 1, positioning mechanism; 11, first horizontal shaping back ridge; 12, second horizontal shaping back ridge; 13, back ridge fixed distance partition; 2, square steel; 3, opposite pull screw rod; 4, supporting mechanism; 41, steel pipe frame; 42, adjustable jacking; 43, batten; 5, seamless steel pipe; 6, base lining; 7, panel; 8, hyperboloid concrete structure. DETAILED DESCRIPTION
[0023] In the following, in order to make the purpose, features and advantages of the utility model more obvious and easy to understand, only some exemplary embodiments are simply described.As those skilled in the art can realize, the described embodiments can be modified in various different ways without departing from the spirit or scope of the application.
[0024] The utility model is described in detail below in combination with the drawings and embodiments.
[0025] As Figures 1 to 4 Indicated, the utility model provides a special-shaped hyperboloid concrete reinforcing structure, include: positioning mechanism 1 for reinforcing hyperboloid concrete structure 8;Square steel 2;The square steel 2 is vertically arranged in the outside of positioning mechanism 1;Several opposite pull screw rods 3;Several opposite pull screw rods 3 are longitudinally equidistantly spaced apart and arranged on square steel 2, and opposite pull screw rod 3 is connected with positioning mechanism 1;Supporting mechanism 4;The supporting mechanism 4 is arranged in the lower end of positioning mechanism 1.
[0026] In the embodiment, positioning mechanism 1 is clamped and arranged on both sides of hyperboloid concrete structure 8, can play reinforcing effect to hyperboloid concrete structure 8;Square steel 2 is provided with two, and two square steels 2 are vertically arranged on the left and right sides of positioning mechanism 1 respectively, can assist positioning mechanism 1 to play fastening effect to internal hyperboloid concrete structure 8;Multiple opposite pull screw rods 3 are longitudinally equidistantly spaced apart and arranged on two square steels 2 respectively, and are connected with positioning mechanism 1, and the uniform arrangement of opposite pull screw rod 3 can play reinforcing effect to two square steels 2;Supporting mechanism 4 is arranged in the lower end of positioning mechanism 1, and the bottom of supporting mechanism 4 is installed on the supporting surface, can play supporting effect to positioning mechanism 1 as a whole;The above positioning mechanism 1 adopts wooden template structure, and turnover use is convenient, both guarantees the concrete surface effect, and maintains the space curved surface in the concrete pouring process, simultaneously effectively solves the difficult problem such as construction difficulty, construction precision and elevation control difficulty, reduces construction cost.
[0027] Further, the positioning mechanism 1 comprises a first horizontal backstop 11 and a plurality of second horizontal backstops 12; the first horizontal backstop 11 is arranged at the bottom of the hyperbolic concrete structure 8; the plurality of second horizontal backstops 12 are respectively arranged on the hyperbolic concrete structure 8 in longitudinal direction; and the supporting mechanism 4 is arranged at the lower end of the first horizontal backstop 11.
[0028] In the embodiment, the positioning mechanism 1 comprises a first horizontal backstop 11 and a plurality of second horizontal backstops 12, both of which are wooden templates; the first horizontal backstop 11 is arranged at the bottom, and the plurality of second horizontal backstops 12 are respectively arranged above the first horizontal backstop 11 in a stacked manner (see Figure 1 and Figure 2 ), so that the positioning mechanism 1 is clamped and arranged on both sides of the hyperbolic concrete structure 8 in a layered structure, and can reinforce the hyperbolic concrete structure 8.
[0029] Further, the positioning mechanism 1 comprises a first horizontal backstop 11 and a plurality of second horizontal backstops 12; the first horizontal backstop 11 is arranged at the bottom of the hyperbolic concrete structure 8; the plurality of second horizontal backstops 12 are respectively arranged on the hyperbolic concrete structure 8 in longitudinal direction; and the supporting mechanism 4 is arranged at the lower end of the first horizontal backstop 11.
[0030] In the embodiment, the positioning mechanism 1 comprises a first horizontal backstop 11 and a plurality of second horizontal backstops 12, both of which are wooden templates; the first horizontal backstop 11 is arranged at the bottom, and the plurality of second horizontal backstops 12 are respectively arranged above the first horizontal backstop 11 in a stacked manner (see
[0031] Further, the first horizontal backstop 11 and the second horizontal backstop 12 are both double-layer spliced thick film-coated boards; the thickness of the first horizontal backstop 11 and the second horizontal backstop 12 is 150 mm.
[0032] In the embodiment, the first horizontal backstop 11 and the second horizontal backstop 12 are both double-layer spliced 17 mm thick film-coated boards, forming a double-layer board structure, and the thickness of the double-layer board structure is 150 mm, so that the reinforcing structure is more stable.
[0033] Further, the backstop distance separating plate 13 is a single-layer thick film-coated board; the width of the backstop distance separating plate 13 is 580 mm to 600 mm.
[0034] In the embodiment, the back-arranged distance-keeping partition plate 13 is a single-layer thick film plate structure, the back-arranged distance-keeping partition plate 13 is arranged longitudinally in the accommodating area between the adjacent two first horizontal profiled back-arranged parts 11, and the thickness of the back-arranged distance-keeping partition plate 13 is not greater than 600 mm.
[0035] Further, the supporting mechanism 4 comprises a steel pipe frame 41, an adjustable top support 42, and a plurality of wooden bars 43, one end of the wooden bar 43 is connected to the adjustable top support 42, the other end of the wooden bar 43 is arranged at the lower end of the first horizontal profiled back-arranged part 11, and the steel pipe frame 41 is connected to the adjustable top support 42.
[0036] In the embodiment, the longitudinal and transverse spacing of the vertical rods in the steel pipe frame 41 is 600 mm, the step distance is 1500 mm, the steel pipe frame 41 is arranged on the supporting surface at the bottom of the building, the adjustable top support 42 is arranged at the upper end of the steel pipe frame 41, a plurality of wooden bars 43 are arranged on the upper end surface of the adjustable top support 42 at a spacing of 300 mm, and the wooden bars 43 are arranged at the lower end of the first horizontal profiled back-arranged part 11, thereby supporting the positioning mechanism 1 as a whole.
[0037] Further, the opposite-pulling screw rod 3 is an M16 three-section customized opposite-pulling screw rod 3.
[0038] In the embodiment, the opposite-pulling screw rod 3 is an M16 three-section customized opposite-pulling screw rod 3, which is arranged on the square steel 2 at a spacing of 600*600 mm.
[0039] Further, at least one seamless steel pipe 5 is arranged on the opposite-pulling screw rod 3.
[0040] In the embodiment, two seamless steel pipes 5 are arranged, which are arranged at the connecting position between the opposite-pulling screw rod 3 and the square steel 2, so that the contact force between the opposite-pulling screw rod 3 and the square steel 2 is more balanced.
[0041] Further, a base lining plate 6 is further included, the base lining plate 6 is connected to the second horizontal profiled back-arranged part 12, and a panel 7 is arranged on the surface of the base lining plate 6, and the panel 7 abuts against the hyperboloid concrete structure 8.
[0042] In the embodiment, the thickness of the base lining plate 6 is 15 mm, the thickness of the panel 7 is 4 mm, the base lining plate 6 is connected to the first horizontal profiled back-arranged part 11 at the lower end portion of the base lining plate 6, the remaining portion of the base lining plate 6 is fixed on the second horizontal profiled back-arranged part 12 by inclined nails (see Figure 4 ), the panel 7 is fixed on the surface of the base lining plate 6 by inclined nails, the panel 7 abuts against the hyperboloid concrete structure 8, and the double-layer plate structure of the base lining plate 6 and the panel 7 guarantees the force and shape requirements of the hyperboloid concrete structure 8.
[0043] The utility model discloses a kind of special-shaped double curved surface concrete reinforcing structures, the function of each module in the embodiment of each device can be seen in the corresponding description in the above method, with the advantages of small construction difficulty, low construction cost and convenient turnover use.
[0044] In the description of the present application, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection", "fixing" and other terms should be broadly understood, for example, it can be fixed connection, or detachable connection, or integrally connected;It can be mechanical connection, or electrical connection;It can be directly connected, or indirectly connected through intermediate medium, it can be the communication inside two elements.For ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to specific circumstances.The terms "first", "second" are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of indicated technical features.Therefore, the features limited by "first", "second" can be explicitly or implicitly include one or more features.
[0045] In the utility model, unless otherwise explicitly specified and limited, the "upper" or "lower" of the first feature in the second feature can include the direct contact of the first and second features, or the contact of the first and second features through another feature between them instead of direct contact.Moreover, the "upper", "upper" and "upper" of the first feature in the second feature include the vertical and oblique upper of the first feature in the second feature, or only indicate that the horizontal height of the first feature is higher than the second feature.The "below", "below" and "below" of the first feature in the second feature include the vertical and oblique lower of the first feature in the second feature, or only indicate that the horizontal height of the first feature is less than the second feature.The terms "vertical", "horizontal", "left", "right", "up", "down" and similar expressions are only for the purpose of description, not indicating or implying that the indicated device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the utility model.
[0046] The above is only the specific embodiment of the present application, but the protection scope of the present application is not limited to this, any skilled in the art can easily think of various changes or replacements within the technical range disclosed by the present application, which should be covered in the protection scope of the present application.The protection scope of the present application should be subject to the protection scope of claims.
Claims
1. A shaped hyperboloid concrete reinforcement structure, characterized by, The utility model relates to a positioning mechanism for reinforcing hyperboloidal concrete structure, square steel, a plurality of pairs of tensioning screw rods, a supporting mechanism, a base lining plate and a panel. The square steel is vertically arranged outside the positioning mechanism. The plurality of pairs of tensioning screw rods are longitudinally and equidistantly arranged on the square steel, and the tensioning screw rods are connected to the positioning mechanism. The supporting mechanism is arranged at the lower end of the positioning mechanism. The positioning mechanism comprises a first horizontal profiled backstay and a plurality of second horizontal profiled backstays. The first horizontal profiled backstay is arranged at the bottom of the hyperboloidal concrete structure, and the plurality of second horizontal profiled backstays are longitudinally and equidistantly arranged on the hyperboloidal concrete structure. The supporting mechanism is arranged at the lower end of the first horizontal profiled backstay. Each of the plurality of second horizontal profiled backstays has a receiving area between the intervals. The backstay distance spacer plate corresponding to the hyperboloidal concrete structure is arranged in the receiving area.
2. The reinforced hyperboloid concrete structure of claim 1, wherein The first horizontal profiled backstay and the second horizontal profiled backstay are both double-layer spliced thick film-coated plates.
3. The reinforced hyperboloid concrete structure of claim 1, wherein The thickness of the first horizontal profiled backstay and the second horizontal profiled backstay is 150 mm.
4. A reinforced hyperboloid concrete structure according to any one of claims 1-3, characterized in that The backstay distance spacer plate is a single-layer thick film-coated plate. The width of the backstay distance spacer plate is 580 mm to 600 mm.
5. The reinforced hyperboloid concrete structure according to any one of claims 1-3, characterized in that, The supporting mechanism comprises a steel pipe frame, an adjustable jack and a plurality of wooden battens.
6. The reinforced hyperboloid concrete structure of claim 5, wherein, One end of the wooden batten is connected to the adjustable jack, and the other end of the wooden batten is arranged at the lower end of the first horizontal profiled backstay.
7. The reinforced hyperboloid concrete structure according to any one of claims 1-3, wherein The steel pipe frame is connected to the adjustable jack.
8. The reinforced hyperboloid concrete structure of claim 7, wherein, The tensioning screw rod is an M16 three-section customized tensioning screw rod. At least one seamless steel pipe is arranged on the tensioning screw rod. The base lining plate is connected to the second horizontal profiled backstay. The panel is arranged on the surface of the base lining plate and abuts against the hyperboloidal concrete structure.