CN216992384U - Wind power tower precast concrete foundation mold equipment - Google Patents

Abstract

The utility model discloses a wind power tower precast concrete foundation mould device, which comprises: the bottom beam platform is used for being fixed on a flat ground; the bottom die is arranged in the middle of the bottom beam platform; the end molds are vertically arranged on the bottom beam platform and are positioned at two ends of the bottom mold; the side dies are vertically arranged on two sides of the bottom die; the top die is used for buckling the upper ends of the end die and the side die; wherein: sliding devices are arranged on the bottom beam platforms on two sides of the bottom die and can slide towards the side of the bottom die, and the two side dies are fixed with the two sliding devices respectively; the side mold slides laterally by the slide unit to perform mold closing and mold releasing.

Description

Wind power tower precast concrete foundation mold equipment

Technical Field

The utility model relates to the technical field of mold design, in particular to a wind power tower precast concrete foundation mold device.

Background

With the rapid development of the wind power generation industry, the wind power tower is developed from a steel tower to a steel-concrete tower, and the height of the tower is continuously broken through from 100 meters to 120 meters, then to 140 meters and to the future 160 meters; the annual installed capacity is broken through, and higher requirements are put on the construction quality and speed of the steel-concrete tower. At the present stage, the concrete sections of the wind power tower are mostly prefabricated in advance and then installed, so that the purposes of reducing wet workload, reducing cost investment, improving construction quality and improving installation speed are achieved, and higher requirements are provided for the corresponding wind power concrete tower foundation.

The mould for prefabricating the concrete foundation of the wind power tower in the prior art has the defects of complex and tedious installation and mould closing process, easy inclination of a template and the like, so that the prefabrication process of the concrete foundation is complex and high in cost.

SUMMERY OF THE UTILITY MODEL

Aiming at the technical problems in the prior art, the embodiment of the utility model provides a wind power tower precast concrete foundation mould device.

In order to solve the technical problem, the embodiment of the utility model adopts the following technical scheme:

a wind power tower precast concrete foundation mold apparatus, comprising:

the bottom beam platform is used for being fixed on a flat ground;

the bottom die is arranged in the middle of the bottom beam platform;

the end molds are vertically arranged on the bottom beam platform and are positioned at two ends of the bottom mold;

the side dies are vertically arranged on two sides of the bottom die;

the top die is used for buckling the upper ends of the end die and the side die; wherein:

sliding devices are arranged on the bottom beam platforms on two sides of the bottom die and can slide towards the side of the bottom die, and the two side dies are fixed with the two sliding devices respectively; the side mold slides laterally by the slide unit to perform mold closing and mold releasing.

Preferably, a diagonal brace is provided between each said skid and said side form.

Preferably, the diagonal support is a telescopic screw assembly capable of length adjustment.

Preferably, a counterweight loading platform is arranged on the sliding device for loading a counterweight.

Preferably, when the two side dies are in a die closing state, the upper ends of the two side dies are provided with split bolts in a penetrating mode.

Preferably, the outer side of the front end mold is provided with a reinforcing steel bar positioning device for positioning the reinforcing steel bar extending from the end mold.

Preferably, the upper part of the outer side of each side die is provided with a human operation platform.

Compared with the prior art, the wind power tower precast concrete foundation mould equipment disclosed by the utility model has the beneficial effects that:

through making the side form with the help of the mobilizable equipment of sliding device of installing on the floorbar platform, and then make things convenient for the compound die and the drawing of patterns of side form, especially in the aspect of the drawing of patterns, avoid utilizing hoisting equipment to lift by crane the side form among the prior art and accomplish the drawing of patterns, and then make concrete foundation prefabrication process simple, reduced the prefabrication cost.

The summary of various implementations or examples of the technology described in this disclosure is not a comprehensive disclosure of the full scope or all features of the disclosed technology.

Drawings

In the drawings, which are not necessarily drawn to scale, like reference numerals may describe similar components in different views. Like reference numerals having letter suffixes or different letter suffixes may represent different instances of similar components. The drawings illustrate various embodiments generally by way of example and not by way of limitation, and together with the description and the claims, serve to explain the embodiments of the utility model. The same reference numbers will be used throughout the drawings to refer to the same or like parts, where appropriate. Such embodiments are illustrative, and are not intended to be exhaustive or exclusive embodiments of the present apparatus or method.

Fig. 1 is a front view of a wind tower precast concrete foundation mold apparatus provided by an embodiment of the present invention.

Fig. 2 is a view from direction 1-1 of fig. 1.

Fig. 3 is a view from 2-2 of fig. 1.

Reference numerals are as follows:

1-a bottom beam platform; 2-bottom die; 3-side forming; 4-end mold; 5-top molding; 6-a slipping device; 7-inclined support; 8-get-on operation platform; 9-split bolts; 10-a steel bar positioning device; 11-counterweight loading platform.

1-a sill deck 1; 2-bottom die 2; 3-side form 3; 4-end mold 4; 5-top mold 5; 6-a slipping device 6; 7-diagonal bracing 7; 8-get-on operation platform 8; 9-split bolt 9; 10-a rebar positioning device 10; 11-counterweight loading platform 11.

Detailed Description

Unless defined otherwise, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs. The use of "first," "second," and similar terms in the present application do not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.

To maintain the following description of the embodiments of the present invention clear and concise, a detailed description of known functions and known components of the utility model have been omitted.

As shown in fig. 1 to 3, an embodiment of the present invention discloses a wind tower precast concrete foundation mold apparatus, which includes: the device comprises a bottom beam platform 1, a bottom die 2, an end die 4, a top die 5, a sliding device 6, an inclined support 7, a counterweight loading platform 11, a split bolt 9 and a steel bar positioning device 10.

The bottom beam platform 1 is placed on a hard flat ground, and the bottom beam platform 1 is leveled and fixed with the flat ground.

The die block 2 is installed in the middle part of the bottom beam platform 1, the two end dies 4 are vertically arranged at the front end and the rear end of the die block 2 respectively and are fixed with the bottom beam platform 1, the two side dies 3 are arranged at the left side and the right side of the die block 2 respectively, and the top die 5 is buckled at the upper ends of the two side dies 3 and the two end dies 4.

In the utility model, the bottom beam platforms 1 on the left side and the right side of the bottom die 2 are respectively provided with the sliding devices 6, the sliding devices 6 can slide on the bottom beam platforms 1 towards the side of the bottom die 2, and the two side dies 3 are respectively and correspondingly arranged on the two sliding devices 6, so that the sliding devices 6 can drive the side dies 3 to transversely move to enable the two side dies 3 to be close to and matched with the end surfaces, the bottom die 2 and the top die 5 to realize die assembly or enable the two side dies 3 to be far away to realize die disassembly.

Before the wind power tower prefabricated concrete foundation is poured, the two side dies 3 are close to each other by means of the sliding device 6 and further surround the end dies 4, then the top die 5 is buckled at the upper ends of the end dies 4 and the side dies 3, die assembly is completed, and then pouring is carried out.

After the casting is completed and solidified, the top mould 5 is firstly removed, and then the two side moulds 3 are separated by the sliding device 6, so that the side moulds 3 are completely demoulded.

The above embodiments provided by the present invention have the advantages that:

through making the side form 3 with the help of the mobilizable dress of displacement device 6 on floorbar platform 1, and then make things convenient for the compound die and the drawing of patterns of side form 3, especially in the aspect of the drawing of patterns, avoid utilizing hoisting equipment to lift by crane side form 3 among the prior art and accomplish the drawing of patterns, and then make the precast process of concrete foundation simple, reduced the prefabrication cost.

Between the skid 6 and the side mould 3, a diagonal support 7 is provided, which diagonal support 7 supports the side mould 3 to keep the side mould 3 in a vertical state. Preferably, the diagonal brace 7 is a telescopic screw assembly, and the length of the diagonal brace 7 is adjusted by screwing a screw in the telescopic screw assembly, thereby adjusting the vertical state of the side mold 3.

A counterweight loading platform 11 is arranged on the sliding device 6, and a counterweight is placed on the counterweight loading platform 11 to prevent the side die 3 and the sliding device 6 from integrally inclining by adding the counterweight.

After the side dies 3 and the end dies 4 are matched, the upper ends of the two side dies 3 are penetrated with split bolts 9 to limit the two side dies 3 to move outwards, so that the strict die matching state is maintained.

And a human operation platform 8 is arranged at the upper position of the outer sides of the two side moulds 3 so that an operator can stand to install and maintain the related arrangement.

The outside at the end mould 4 of front side has installed reinforcing bar positioner 10, has seted up the locating hole on reinforcing bar positioner 10, and the reinforcing bar that stretches out from the end mould 4 of front side wears to establish the locating hole and fixes a position the relative position of reinforcing bar.

Moreover, although exemplary embodiments have been described herein, the scope of the present invention includes any and all embodiments based on the present invention with equivalent elements, modifications, omissions, combinations (e.g., of various embodiments across), adaptations or alterations. The elements of the claims are to be interpreted broadly based on the language employed in the claims and not limited to examples described in the present specification or during the prosecution of the application, which examples are to be construed as non-exclusive. It is intended, therefore, that the specification and examples be considered as exemplary only, with a true scope and spirit being indicated by the following claims and their full scope of equivalents.

The above description is intended to be illustrative and not restrictive. For example, the above-described examples (or one or more versions thereof) may be used in combination with each other. For example, other embodiments may be used by those of ordinary skill in the art upon reading the above description. In addition, in the above-described embodiments, various features may be grouped together to streamline the disclosure. This should not be interpreted as an intention that a disclosed feature not claimed is essential to any claim. Rather, inventive subject matter may lie in less than all features of a particular disclosed embodiment. Thus, the following claims are hereby incorporated into the detailed description as examples or embodiments, with each claim standing on its own as a separate embodiment, and it is contemplated that the embodiments can be combined with each other in various combinations or permutations. The scope of the utility model should be determined with reference to the appended claims, along with the full scope of equivalents to which such claims are entitled.

The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the scope of the present invention is defined by the claims. Various modifications and equivalents of the utility model may be made by those skilled in the art within the spirit and scope of the utility model, and such modifications and equivalents should also be considered as falling within the scope of the utility model.

Claims (7)

1. The utility model provides a wind power tower precast concrete basis mould equipment which characterized in that includes:

the bottom beam platform is used for being fixed on a flat ground;

the bottom die is arranged in the middle of the bottom beam platform;

the end molds are vertically arranged on the bottom beam platform and are positioned at two ends of the bottom mold;

the side dies are vertically arranged on two sides of the bottom die;

the top die is used for buckling the upper ends of the end die and the side die; wherein:

sliding devices are arranged on the bottom beam platforms on two sides of the bottom die and can slide towards the side of the bottom die, and the two side dies are fixed with the two sliding devices respectively; the side mold slides sideways by the slide device to perform mold closing and mold releasing.

2. The wind tower precast concrete foundation mold apparatus of claim 1, wherein a diagonal brace is provided between each of said glides and said side forms.

3. The wind tower precast concrete foundation mold apparatus of claim 2, wherein the diagonal brace is a telescopic screw assembly that is adjustable in length.

4. The wind power tower precast concrete foundation mold apparatus of claim 1, wherein said skidding means is provided with a counterweight loading platform for loading a counterweight.

5. The wind power tower precast concrete foundation mould equipment of claim 1, wherein when the two side moulds are in a closed state, the upper ends of the two side moulds are provided with split bolts.

6. The wind tower precast concrete foundation mould equipment of claim 1, wherein the outside of the front end mould is equipped with a steel bar positioning device for positioning steel bars protruding from the end mould.

7. The wind tower precast concrete foundation mold apparatus of claim 1, wherein a manned operator platform is mounted on the outer upper position of each side mold.

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