Formwork-free prefabricated track plate

Abstract

The utility model discloses a formwork-erecting-free prefabricated track plate, which relates to the technical field of building construction devices and specifically structurally comprises a plurality of concrete structural plates. The multiple anti-collision assemblies are mounted on the periphery of the concrete structural slab; one end of the connecting unit is matched with any concrete structural slab, and the other end of the connecting unit is matched with the adjacent concrete structural slab; the connecting unit comprises an embedded part arranged in the concrete structural slab; and the connecting component is arranged on the embedded part in a sleeving manner. According to the utility model, the technical problems that a plurality of existing road plates are inconvenient to splice and are not convenient to disassemble and replace are solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction device technical field especially relates to a formwork-free prefabricated road plate. BACKGROUND

[0002] Before the project engineering construction, the construction unit carries out the site pavement hardening work and the design on the internal road line, and its purpose is to facilitate construction and improve construction efficiency. The internal road and the building use road in the construction process after the project is completed often cannot be adapted, and the road is inevitably abandoned. Before the concrete pouring in the construction process, the concrete quantity estimation is needed, and when the estimated quantity is greater than the actual use quantity, it is often abandoned.

[0003] The abandonment of the concrete pavement and the abandonment of the excess concrete will cause the economic waste of the construction unit, and in the adopted concrete, cement is one of the concrete raw materials. The production of cement needs to consume a large amount of energy and emit a large amount of carbon dioxide gas, and the pavement and the excess concrete abandonment do not conform to the concept of green and low-carbon development.

[0004] The present plan adopts the excess concrete to pour a formwork-free concrete prefabricated road plate, and the prefabricated road plate can be recycled and used. The existing recyclable road plates are some steel plates and some splicing of multiple concrete structure plates, but there are certain defects, among which the steel plate is easy to deform and has insufficient stability. The splicing structure used by the concrete structure plate is relatively complex and is not conducive to disassembly and use. UTILITY MODEL CONTENT

[0005] The utility model aims at providing a formwork-free prefabricated road plate, which solves the technical problems of the existing art that multiple road plates are inconvenient to splice and are not conducive to disassembly and replacement.

[0006] The embodiment of the application discloses a formwork-free prefabricated road plate, which comprises:

[0007] Multiple concrete structure plates;

[0008] Multiple anti-collision components are installed around the concrete structure plates;

[0009] A connecting unit is matched with any concrete structure plate at one end and matched with the adjacent concrete structure plate at the other end;

[0010] The connecting unit comprises:

[0011] A pre-embedded part is arranged inside the concrete structure plate;

[0012] A connecting member is sleeved on the pre-embedded part.

[0013] The application designs a concrete structure plate, and through a newly-added connecting unit, splicing between concrete structure plates is facilitated, and meanwhile, the stability of the structure can be ensured.

[0014] Based on the above technical solutions, the application further has the following improvements:

[0015] Further, the embedded part comprises:

[0016] An embedded connecting plate is arranged inside the concrete structure plate;

[0017] A plurality of anchor steels are arranged on the embedded connecting plate at intervals;

[0018] An embedded seat is arranged on the embedded connecting plate, and a top portion of the embedded seat extends upwardly out of the concrete structure plate, and a portion of the embedded seat extending out of the concrete structure plate is provided with a thread;

[0019] A sleeve is arranged on the top portion of the embedded seat;

[0020] The connecting member comprises:

[0021] At least two lifting rings are sleeved on the top portion of the embedded seat, and the lifting rings are located below the sleeve;

[0022] A chain is arranged between the lifting rings, and the beneficial effects of the present application are that the stable splicing of the concrete structure plates can be achieved through the cooperation of the plurality of components.

[0023] Further, locking bolts are mounted on the lifting rings, and the beneficial effects of the present application are that the stability of the structure of the connecting member is ensured.

[0024] Further, the embedded seat is divided into an embedded section and a matching section, the matching section is located on the top portion of the embedded section, and the matching section is provided with a thread, and the matching section is threadedly connected with the sleeve;

[0025] The cross-sectional diameter of the embedded section is greater than that of the matching section, and the beneficial effects of the present application are that through the size design, the stable cooperation of the lifting ring and the embedded seat can be achieved.

[0026] Further, the anti-collision assembly comprises an anti-collision edge, and the anti-collision edge is arranged on the side edge of the concrete structure plate, and the beneficial effects of the present application are that the stability can be improved through the anti-collision edge.

[0027] One or more technical solutions provided in the application have at least the following technical effects or advantages:

[0028] 1. The application designs a connecting unit, adopts a lifting ring sleeve and a sleeve thread compression form, and can ensure the stability during splicing.

[0029] 2. The application has simple structure, long service life and is convenient to replace. BRIEF DESCRIPTION OF DRAWINGS

[0030] In order to more clearly illustrate the specific embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the specific embodiments or the prior art description will be briefly introduced. Obviously, the drawings in the following description are some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained without creative labor on the basis of these drawings.

[0031] Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0032] Figure 2 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0033] Figure 3 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0034] Figure 4 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0035] Figure 5 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0036] Figure 6 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 1 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0037] Figure 7 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application; Figure 6 A structure diagram of a prefabricated road plate without supporting formwork according to the embodiments of the present application;

[0038] Reference signs:

[0039] 1-concrete structure plate; 2-anti-collision assembly; 3-connecting unit; 4-plastic buckle;

[0040] 301-embedded part; 302-connecting member; 303-embedded connecting plate; 304-anchoring steel bar; 305-embedded seat; 306-sleeve; 307-sling; 308-chain; 309-locking bolt; 310-embedded section; 311-matching section. DETAILED DESCRIPTION

[0041] The embodiments of the technical scheme of the utility model will be described below in detail with reference to the drawings. The following embodiments are only used to more clearly illustrate the technical scheme of the utility model, and therefore only serve as examples, and cannot be used to limit the protection scope of the utility model.

[0042] It should be noted that, unless otherwise specified, the technical terms or scientific terms used in the present application should be understood as the usual meaning understood by the technical personnel in the field to which the utility model belongs.

[0043] In the present application, unless otherwise specified and limited, the terms "mounting", "connection", "connecting", "fixing" and the like should be understood in a broad sense, for example, it can be fixed connection, or detachable connection, or integrated; it can be mechanical connection; it can be direct connection, or indirect connection through an intermediate medium; it can be the internal communication of two elements or the interaction relationship between two elements. For ordinary skilled personnel in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0044] In order to better understand the above technical scheme, the above technical scheme will be described in detail below with reference to the drawings and specific embodiments.

[0045] Embodiment:

[0046] As Figures 1-7 shown, the embodiment of the present application discloses a free-form prefabricated slab, which is designed by connecting the slabs and the connecting members between the slabs to facilitate the assembly of the subsequent slabs.

[0047] The specific structure of the free-form prefabricated slab in the present application includes:

[0048] A plurality of concrete structure plates 1 are connected by connecting units to form a whole by splicing;

[0049] A plurality of anti-collision components 2 are installed around the concrete structure plate 1 to form a protective layer to prevent the structure plate from being damaged by impact;

[0050] A connecting unit 3 is connected to any one of the concrete structure plates 1 at one end and connected to the adjacent concrete structure plate 1 at the other end, which is convenient for realizing the stability of the concrete structure plate 1 during splicing;

[0051] As Figure 2 , 3 shown, the connecting unit 3 includes:

[0052] A pre-embedded part 301 is arranged inside the concrete structure plate 1, which cooperates with the subsequent connecting member 302 to complete the splicing of the structure plate;

[0053] The connecting component 302 is sleeved on the embedded part 301, and this method is conducive to the overall assembly.

[0054] To better achieve the connection between the concrete structural slabs 1, the embedded part 301 described in this application includes:

[0055] An embedded connecting plate 303 is set inside the concrete structure slab 1. The embedded connecting plate 303 facilitates the subsequent assembly of the corresponding steel bars and also helps to ensure the stability of the concrete structure slab.

[0056] Multiple anchoring steel bars 304 are spaced apart on the pre-embedded connecting plate 303 and are welded to the pre-embedded connecting plate 303, which can ensure the strength and stability of the concrete structure slab 1.

[0057] An embedded seat 305 is disposed on the embedded connecting plate 303, and the top of the embedded seat 305 extends upward beyond the concrete structure plate 1. The portion of the embedded seat 305 extending beyond the concrete structure plate 1 is provided with threads. The embedded seat 305 serves as a subsequent connection support point.

[0058] Sleeve 306 is disposed on the top of the pre-embedded base 305. Sleeve 306 serves as a locking part. After the subsequent connecting member 307 is connected and fixed to the pre-embedded base 305, locking is completed through sleeve 306.

[0059] like Figure 4 As shown, the connecting member 307 includes:

[0060] At least two lifting rings 307 are fitted onto the top of the pre-embedded seat 305, and the lifting rings 307 are located below the sleeve 306. The lifting rings 307 are directly fitted onto the pre-embedded seat 305, and then lock together by cooperating with the bottom of the sleeve 306.

[0061] Chain 308 is disposed between the lifting rings 307. Chain 308 can improve the splicing strength of concrete structural slab 1 and ensure stability.

[0062] Further explanation of the structure of the lifting ring 307: the connection between the lifting ring 307 and the chain 308 is achieved by locking bolt 309, that is, the connection is completed by locking bolt 309 to ensure stability.

[0063] In order to match the assembly of the embedded seat 305 and the subsequent hanging ring 307, the embedded seat 305 is designed, specifically, the embedded seat 305 is divided into an embedded section 310 and a matching section 311, the matching section 311 is located at the top of the embedded section 310, that is, the embedded section 310 is in the interior of the concrete structure plate 1 for stability, and the matching section 311 is protruding from the concrete structure plate 1 and is provided with threads for threaded connection with the sleeve 306.

[0064] The cross-sectional diameter of the embedded section 310 is greater than that of the matching section 311, and the diameter of the embedded section 310 in the application is larger, which can support the chain 308 and ensure the stability of the connecting unit 3 after use.

[0065] The concrete structure plate 1 in the application can be provided with four connecting units 3 during use, which are respectively located at the four corners, so as to stably connect the concrete structure plates 1 in each direction.

[0066] Specifically, the anti-collision assembly 2 in the application includes an anti-collision edge 201 located at the side edge of the concrete structure plate 1, which can ensure the stability of the overall concrete structure.

[0067] The steps of one specific embodiment of the application are as follows:

[0068] S1: According to the site working condition, a 30t concrete mixer truck is used, and the specific reference basis is that the upper load of the road plate is converted to 30kN / m according to the "Building Load Design Specification". 2 .

[0069] A two-way reinforcement method is used for design. The poured concrete is C30, and the steel bar is HRB400:

[0070]

[0071] A S =234mm 2 , the cross-sectional size is known as 1000*300, according to the short side configuration requirement of the plate structure design specification HRB400 diameter 12mm@150mm, and the distribution steel bar is HRB400 diameter 12mm@200mm; the specific basis is that the plate length is 4m, the plate width is 1.5m, and the plate thickness is 0.3m, the plate is a one-way simply supported plate, and 1m plate is taken for research, the design load is 45kN / m. Considering 1.5 times of dynamic coefficient, M=1.5ql 2 / 8, M=18.98kN.m. Under the action of heavy truck cyclic load, the bottom of the plate may appear concave-convex phenomenon.

[0072] S2: According to the design drawing, the peripheral frame U-shaped section steel (50*300*10) is lofted, and the position of the internal steel bars which need to be clamped and bundled is lofted.

[0073] S3: After the blanking is completed, the plastic buckle is bonded on the U-shaped section steel, the horizontal steel bars are clamped into the buckle, and the vertical distribution steel bars are bound on the horizontal steel bars, so as to form a steel bar frame, which is convenient for construction and saves labor cost, as shown in Figure 6 、 7

[0074] S4: When the concrete is cast on site, the excess amount is poured, and a layer of plastic film is laid at the bottom of the frame before pouring to prevent the concrete from overflowing from the bottom. During the concrete pouring process, good vibrating work should be done to ensure that each slab is vibrated and compacted to form a concrete structure plate.

[0075] S5: Install the connecting unit between the concrete structure plates, wherein the connecting unit is designed with reference to the structure in the drawing.

[0076] In the description of the specification, a large number of specific details are explained. However, it can be understood that the embodiments of the present application can be practiced without these specific details. In some examples, well-known methods, structures and techniques are not shown in detail in order not to obscure the understanding of the present specification.

[0077] In the description of the specification, the description of the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. In the present specification, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any appropriate manner in any one or more embodiments or examples. In addition, the skilled in the art can combine and combine the different embodiments or features of the embodiments or examples described in the specification without contradiction.

[0078] Finally, it should be pointed out that: the above embodiments are only used to illustrate the technical solutions of the present application, but not to limit them; although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: it can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent replacement to part or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present application, and they should be covered in the scope of the claims and description of the present application.​

Claims

1. A free-standing modular precast slab, characterized by, The utility model relates to a concrete structure plate and its connecting unit and anti-collision component. It comprises: a plurality of concrete structure plates (1); a plurality of anti-collision components (2) installed around the concrete structure plates (1); a connecting unit (3) with one end matched with any of the concrete structure plates (1) and the other end matched with the adjacent concrete structure plate (1). The connecting unit (3) comprises: a pre-embedded part (301) arranged inside the concrete structure plate (1); 2. The free-standing form-prefabricated slab as claimed in claim 1, characterized in that a connecting member (302) sleeved on the pre-embedded part (301). The pre-embedded part (301) comprises: a pre-embedded connecting plate (303) arranged inside the concrete structure plate (1); a plurality of anchoring steel bars (304) arranged on the pre-embedded connecting plate (303) at intervals; a pre-embedded seat (305) arranged on the pre-embedded connecting plate (303), and the top of the pre-embedded seat (305) extends upwardly out of the concrete structure plate (1), and the part of the pre-embedded seat (305) extending out of the concrete structure plate (1) is provided with a screw thread; a sleeve (306) arranged on the top of the pre-embedded seat (305); The connecting member (302) comprises: at least two lifting eyes (307) sleeved on the top of the pre-embedded seat (305), and the lifting eyes (307) are located below the sleeve (306); 3. The free-standing form-prefabricated slab as claimed in claim 2, characterized in that a chain (308) arranged between the lifting eyes (307).

4. The free-standing form-prefabricated slab as claimed in claim 2, wherein, The lifting eyes (307) are provided with locking bolts (309). The pre-embedded seat (305) is divided into a pre-embedded section (310) and a matched section (311), the matched section (311) is located on the top of the pre-embedded section (310), and the matched section (311) is provided with a screw thread, and the matched section (311) is threadedly connected with the sleeve (306); 5. The free-standing form-prefabricated slab of claim 1, wherein, The cross-sectional diameter of the pre-embedded section (310) is greater than that of the matched section (311). The anti-collision component (2) comprises an anti-collision edge arranged on the side edge of the concrete structure plate (1).

Images