Tower crane counterweight block vertical combined die and construction method thereof
Patent Information
- Application Number
- CN202311661036.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-12-05
- Publication Date
- 2026-10-20
- Estimated Expiration
- 2043-12-05
AI Technical Summary
现有的平铺浇注方法,存在占地面积大、工艺流程复杂、制造效率低下,对天气影响敏感,另外模板易移位、易变形,造成配重块尺寸偏差大,浇注时上端面面积大,手工抹平,平面度难于保证,侧面的大配重块吊耳32和小配重块吊耳42位置密封效果差,易漏浆,污染环境,模板材料周转率低、浪费严重等
[0037]本申请的附加方面和优点将在下面的描述中部分给出,部分将从下面的描述中变得明显,或通过本申请的实践了解到。
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Figure CN117621227B_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of building construction technology, and in particular to a vertical combination mold for tower crane counterweights and its construction method. Background Technology
[0002] Tower cranes are important pieces of machinery for vertical transportation in construction, and the counterweights on the tower crane's counterweight boom are like... Figure 1 The large counterweight 3 and small counterweight 4 shown range in weight from 15t to 30t per tower crane. Generally, there are multiple large counterweights and one to two small counterweights. They are used to balance the forward tilting moment of the tower crane's jib. The number of counterweights corresponds to the combined length of the jib; the longer the jib, the more counterweights are needed for balance. Since the counterweights are suspended in the air and rotate with the counterweight boom 2, any quality issues such as insecure suspension, breakage, or deformation could cause them to fall from a height, potentially leading to tower crane overturning. Therefore, the manufacturing quality of the counterweights determines the tower crane's performance and operational reliability, thus affecting construction efficiency and safety.
[0003] The counterweight of a tower crane is a combination of multiple rectangular reinforced concrete blocks of varying lengths. The traditional method of construction is to lay them in a row on an open outdoor ground, such as... Figure 2 As shown, multiple rectangular frames are formed using large counterweight block template 5 and small counterweight block template 6. Large counterweight block steel reinforcement frames 31 and small counterweight block steel reinforcement frames 41 are placed within these frames before concrete is poured. Existing flat-laying pouring methods suffer from drawbacks such as large footprint, complex process flow, low manufacturing efficiency, sensitivity to weather conditions, easy template displacement and deformation leading to large dimensional deviations in the counterweight blocks, large upper surface area during pouring making manual smoothing difficult to guarantee flatness, poor sealing at the large counterweight block lifting lugs 32 and 42 on the sides resulting in grout leakage and environmental pollution, low turnover rate of template materials, and significant waste. Summary of the Invention
[0004] This application aims to solve at least one of the technical problems existing in the prior art. To this end, this application proposes a vertical combination mold for tower crane counterweights and its construction method, which has the advantages of stable counterweight manufacturing quality, high production efficiency, and small footprint.
[0005] The first aspect of this application provides a vertical assembly mold for tower crane counterweights, comprising:
[0006] Base, including tracks;
[0007] A fixed template is fixedly connected to one side of the base;
[0008] Multiple first vertical molds, each first vertical mold including a first base plate, a first vertical plate and two opposite and spaced first side plates, the two first side plates connecting to the first vertical plate, the first base plate, the first vertical plate and the two first side plates together forming a first opening;
[0009] Multiple locking devices;
[0010] The second vertical mold has a second opening and is equipped with an electric device. The fixed template, the plurality of first vertical molds and the second vertical mold are sequentially and movable along the track.
[0011] The tower crane counterweight vertical combination mold has an assembled state and a disassembled state. In the assembled state, the fixed template closes with the first opening of the adjacent first vertical mold through the locking device to form a first casting cavity, and the upper end of the first casting cavity has a first casting port. Two adjacent first vertical molds are connected by the locking device so that the first opening of one first vertical mold closes with the first vertical plate of the other first vertical mold to form a second casting cavity, and the upper end of the second casting cavity has a second casting port. The second opening closes with the first vertical plate of the adjacent first vertical mold through the locking device to form a third casting cavity, and the upper end of the second casting cavity has a third casting port.
[0012] According to some embodiments of this application, the second vertical mold includes a second base plate, a second vertical plate, and two opposing and spaced-apart second side plates. The two second side plates are connected to the second vertical plate, and the second base plate, the second vertical plate, and the two second side plates together form the second opening.
[0013] According to some embodiments of this application, a first sealing element is provided on the first opening;
[0014] And / or, the second opening is provided with a second seal.
[0015] According to some embodiments of this application, the base further includes a rack, which is arranged parallel to the track.
[0016] According to some embodiments of this application, the first base plate is fixedly connected to a first support, the first support is provided with a first rocker arm, the first rocker arm is provided with a first gear, and the first gear meshes with the rack.
[0017] According to some embodiments of this application, the second vertical mold further includes a third base plate, the two sides of which are fixedly connected to the lower ends of the two second side plates respectively. The second base plate is located above the third base plate and divides the second vertical mold into a second casting cavity located in the upper part and an installation cavity located in the lower part. The electric device is located in the installation cavity.
[0018] According to some embodiments of this application, the third base plate is fixedly connected to a second support, the second support is provided with a second rocker arm, the second rocker arm is provided with a second gear, the second gear meshes with the rack, and the output end of the electric device is equipped with a third gear, the third gear meshes with the second gear.
[0019] According to some embodiments of this application, the locking device includes a first connecting seat, a second connecting seat, a bolt, and a nut, wherein the second connecting seat is hinged to one side of the bolt, and the other side of the bolt is screwed to the nut.
[0020] According to some embodiments of this application, the first connecting seat and the second connecting seat are respectively installed on two adjacent first vertical molds, the fixed template and the first vertical mold adjacent thereto, and the second vertical mold and the first vertical mold adjacent thereto.
[0021] The aforementioned vertical combination mold for tower crane counterweights has at least the following advantages: By combining a movable first vertical mold and an electrically powered second vertical mold, multiple concrete counterweights of different specifications for tower cranes can be manufactured. Each machine produces a large number of first vertical molds, used for casting large counterweights (i.e., the first counterweights). Each machine produces a smaller number of electrically powered second vertical molds, used for casting small counterweights (i.e., the second counterweights). All components of this mold assembly are reusable, achieving lossless manufacturing. The produced counterweights have high dimensional accuracy, a smooth appearance, and are formed in one casting process, eliminating the need for manual grinding of any surface. The counterweights exhibit stable production quality, high production efficiency, and a small footprint. Production can be carried out indoors, unaffected by weather conditions. It has low energy consumption and is particularly suitable for factory-based, standardized, and large-scale manufacturing.
[0022] The construction method of the vertical combination mold for tower crane counterweight blocks according to other embodiments of this application includes:
[0023] S1. Provide a vertical combination mold for tower crane counterweight blocks, wherein the base of the vertical combination mold for tower crane counterweight blocks includes a track;
[0024] A fixed template is fixedly connected to one side of the base;
[0025] Multiple first vertical molds, each first vertical mold including a first base plate, a first vertical plate and two opposite and spaced first side plates, the two first side plates connecting to the first vertical plate, the first base plate, the first vertical plate and the two first side plates together forming a first opening;
[0026] Multiple locking devices;
[0027] The second vertical mold has a second opening and is equipped with an electric device. The fixed template, the plurality of first vertical molds and the second vertical mold are sequentially and movable along the track.
[0028] The second vertical mold includes a second base plate, a second vertical plate, and two opposing and spaced-apart second side plates. The two second side plates are connected to the second vertical plate, and the second base plate, the second vertical plate, and the two second side plates together form the second opening.
[0029] S2. Apply release agent to the fixed template, each of the first vertical molds and the second vertical molds, and assemble the tower crane counterweight block vertical combination mold to form an assembled state;
[0030] The assembly steps include: the fixed template is closed with the first opening of the adjacent first vertical mold through the locking device to form a first casting cavity, the upper end of the first casting cavity has a first pouring port, and two adjacent first vertical molds are closed with the first opening of one first vertical mold and the first vertical plate of the other first vertical mold through the locking device to form a second casting cavity, the upper end of the second casting cavity has a second pouring port, and the second opening is closed with the first vertical plate of the adjacent first vertical mold through the locking device to form a third casting cavity, the upper end of the third casting cavity has a third pouring port;
[0031] S3. A first reinforcing steel frame is placed in the first casting cavity and the second casting cavity, and a second reinforcing steel frame is placed in the third casting cavity. The first reinforcing steel frame includes a first lifting lug facing upwards, and the second reinforcing steel frame includes a second lifting lug facing upwards.
[0032] S4. Concrete is poured from the first pouring port, the second pouring port, and the third pouring port;
[0033] S5. After the concrete has dried, first release the locking device between the second vertical mold and the adjacent first vertical mold, start the electric device to separate the second vertical mold, and use the second lifting lug to lift out the second counterweight block formed by the second vertical mold.
[0034] S6. Start the electric device to reconnect and lock the second vertical mold and the adjacent first vertical mold through the locking device to form a first completed component. Release the locking device on one side of the first completed component. Start the electric device to separate the first vertical mold adjacent to the second vertical mold. Use the first lifting lug to lift out the first counterweight block formed by the first vertical mold. Then start the electric device again to reconnect and lock it to form a second completed component.
[0035] S7. Repeat the action of step S6, and lift out the first counterweight blocks formed by the remaining first vertical molds one by one along the direction of the second vertical mold pointing to the fixed template.
[0036] The construction method of the above-mentioned vertical combination mold for tower crane counterweight blocks has at least the following beneficial effects: The assembly and disassembly of the vertical combination mold for tower crane counterweight blocks are simple. Both assembly and disassembly can be carried out by an electrically operated second vertical mold moving the first vertical mold on the track of the base, greatly reducing labor intensity. Each time a counterweight block is demolded, a new mold for a new counterweight block is simultaneously assembled, such as the first and second completed components, preparing for the next batch of concrete pouring and improving construction efficiency.
[0037] Additional aspects and advantages of this application will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of this application. Attached Figure Description
[0038] The present application will be further described below with reference to the accompanying drawings. Obviously, the drawings described below are some embodiments of the present application. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.
[0039] Figure 1 This is a schematic diagram of the application state of the tower crane counterweight block according to an embodiment of this application;
[0040] Figure 2 This is a schematic diagram of a prior art counterweight mold according to an embodiment of this application;
[0041] Figure 3 This is a schematic diagram of the overall assembly structure of the tower crane counterweight block vertical combination mold in the combined state according to an embodiment of this application;
[0042] Figure 4 This is a schematic diagram of the overall assembly structure of the tower crane counterweight block vertical combination mold in the separated state according to an embodiment of this application;
[0043] Figure 5 yes Figure 3 A partial schematic diagram of direction A;
[0044] Figure 6 yes Figure 3 A schematic diagram showing the first and second vertical molds hidden.
[0045] Figure 7 This is a schematic diagram of the first vertical mold according to an embodiment of this application;
[0046] Figure 8 This is a schematic diagram of the second vertical mold according to an embodiment of this application;
[0047] Figure 9 yes Figure 1 A schematic diagram showing the vertical combination mold for tower crane counterweights being placed into the first and second reinforcing steel frames;
[0048] Figure 10 This is a schematic diagram of the tower crane counterweight block vertical combination mold in the separated state after the counterweight block construction is completed, according to an embodiment of this application. Detailed Implementation
[0049] To enable those skilled in the art to better understand the technical solutions of this application, embodiments of this application are described in detail below. Examples of these embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain this application, and should not be construed as limiting this application.
[0050] It should be understood that, in this document, terms such as “upper,” “lower,” “left,” “right,” “front,” “rear,” “longitudinal,” “lateral,” and “axial” indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. These terms are used only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.
[0051] It should be noted that, in this document, the terms “comprising,” “including,” or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.
[0052] In this article, the terms "first," "second," and "third" are used to distinguish different objects, not to describe a specific order. When "several" or "multiple" are used, "several" means one or more, and "multiple" means two or more. "Greater than," "less than," and "exceeding" are understood as excluding the number itself, while "above," "below," and "within" are understood as including the number itself.
[0053] In this description, unless otherwise expressly defined, terms such as "setup," "installation," and "connection" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection between two components. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.
[0054] This section will describe in detail the specific embodiments of this application. Preferred embodiments of this application are shown in the accompanying drawings. The purpose of the drawings is to supplement the textual description with graphics, so that people can intuitively and vividly understand each technical feature and the overall technical solution of this application, but they should not be construed as limiting the scope of protection of this application.
[0055] The following is for reference. Figures 1 to 8 The vertical assembly mold for tower crane counterweights according to an embodiment of this application is described in detail with reference to a specific example. It is to be understood that the following description is merely illustrative and not intended to limit the invention.
[0056] like Figure 3 and Figure 4 As shown, the tower crane counterweight vertical combination mold includes a base 7, a fixed template 71 fixedly connected to one side of the base 7, and multiple first vertical molds 8. In this embodiment, the first vertical mold 8 is a standard counterweight mold.
[0057] The second vertical mold 9, in this embodiment, is an electric counterweight mold. The fixed template 71, multiple first vertical molds 8 and the second vertical mold 9 are sequentially and movably arranged on the base 7.
[0058] like Figure 6 As shown, the base 7 includes a track 74. In this embodiment, two tracks 74 are provided, consisting of two parallel circular guide rails, serving as guide rails for mold movement. A fixed template 71 is provided at one end of the track 74, and a baffle 76 is provided at the other end to prevent the mold from detaching from the track 74. The track 74 is connected by multiple supports 75 to form a steel frame. Multiple support legs 78 are evenly arranged under the steel frame to ensure that the overall steel frame is in stable contact with the ground. A rack 77 is installed in the middle of the track 74. The fixed template 71 is at a 90° angle to the track 74 and is firmly welded to the track 74 as a fixed vertical template.
[0059] like Figure 7The diagram shows the structure of the first vertical mold 8. The first vertical mold 8 includes a first base plate 88, a first vertical plate 81, and two opposing and spaced-apart first side plates 83. The two first side plates 83 are connected to the first vertical plate 81. The first base plate 88, the first vertical plate 81, and the two first side plates 83 together form a first opening 801.
[0060] Four rollers 89 are installed under the first base plate 88. The rollers 89 travel on two tracks 74 of the base 7, supporting the weight of the entire upper mold and preventing the box from tipping over. Two first supports 85 are welded and fixed to the bottom sides of the first base plate 88. A first rocker arm 84 is installed on the first support 85. A first gear 87 is installed in the middle of the rocker arm. The first gear 87 meshes with the rack 77 on the base 7. Rotating the first rocker arm 84 can move the first vertical mold 8.
[0061] The first opening 801 is provided with a U-shaped groove, and a first sealing element 82 is provided in the U-shaped groove. In this embodiment, the first sealing element 82 is a silicone waterstop strip or a rubber waterstop strip to ensure the sealing effect.
[0062] like Figure 5 As shown, the locking device includes a first connecting seat 72, a second connecting seat 813, a bolt 810, and a nut 811. The second connecting seat 813 is hinged to one side of the bolt 810, and the other side of the bolt 810 is screwed to the nut 811. In this embodiment, both the first connecting seat 72 and the second connecting seat 813 are concave. Further, the second connecting seat 813 is a concave connecting support with a hole. In this embodiment, the bolt 810 is an eye bolt.
[0063] Specifically, four sets of first connecting seats 72 and second connecting seats 813 are symmetrically arranged on the left and right sides of the first vertical mold 8 in two rows. The second connecting seat 813 is hinged to the bolt 810 through the pin 812. The bolt 810 rotates around the pin 812 as the axis. The bolt 810 is rotated to the middle of the groove of the first connecting seat 72 which is concave in front. The nut 811 is screwed in along the thread of the bolt 810 to tighten it, so as to achieve a tight connection between the front and rear molds.
[0064] like Figure 6 As shown, four sets of first connecting seats 72 are symmetrically arranged in two rows on the left and right sides of the fixed template 71. The second connecting seat 813, bolt 810 and nut 811 are fixedly connected to the adjacent first vertical mold 8 at the corresponding positions to realize the locking connection between the fixed template 71 and the first vertical mold 8.
[0065] like Figure 8As shown, the second vertical mold 9 is 1 / 3 to 1 / 2 shorter than the first vertical mold 8. The second vertical mold 9 is divided into upper and lower frames. Specifically, the second vertical mold 9 includes a second base plate 96, a third base plate 95, a second vertical plate 91, and two opposing and spaced second side plates 803. The two second side plates 803 are connected to the second vertical plate 91. The second base plate 96, the second vertical plate 91, and the two second side plates 803 together form a second opening 802. The two sides of the third base plate 95 are fixedly connected to the lower ends of the two second side plates 803 respectively. The second base plate 96 is located above the third base plate 95. The second base plate 96 divides the second vertical mold 9 into a third casting cavity 530 located in the upper part and an installation cavity located in the lower part. The electric device is located in the installation cavity, and an inspection port for inspecting the electric device is provided on one side of the installation cavity.
[0066] The electric actuator includes a motor 92, a gearbox 93, and a third gear 94 installed at the output end of the electric actuator. Two second supports 805 are welded and fixed to both sides of the bottom of the third base plate 95. A second rocker arm 804 is mounted on each second support 805, and a second gear 807 is mounted on each second rocker arm 804. The second gear 807 meshes with a rack 77 on the base 7, enabling electric movement of the second vertical mold 9. The second rocker arm 804 can also be used to manually move the second vertical mold 9. Four rollers 89 are installed under the third base plate 95. The rollers 89 travel on two tracks 74 on the base 7, supporting the weight of the entire upper mold and preventing the box from tipping over.
[0067] The second opening 802 is provided with a U-shaped groove, and a second sealing element 97 is provided in the U-shaped groove. In this embodiment, the second sealing element 97 is a silicone waterstop strip or a rubber waterstop strip to ensure the sealing effect.
[0068] like Figure 8 As shown, four sets of second connecting seats 813 are symmetrically arranged in two rows on the left and right sides of the second vertical mold 9. The second connecting seats 813 are hinged to bolts 810 through pins 812. The bolts 810 rotate about the pins 812 as the axis. The bolts 810 are rotated to the middle of the groove of the concave first connecting seat 72 provided on the first vertical mold 8 adjacent to the second vertical mold 9. The nuts 811 are screwed in along the threads of the bolts 810 to tighten them, so as to achieve a tight connection between the front and rear molds.
[0069] like Figure 3 and Figure 4 as well as Figure 9 and Figure 10As shown, the tower crane counterweight vertical combination mold has an assembled state and a disassembled state. In the assembled state, the fixed template 71 is closed by the locking device 10 to the first opening 801 of the adjacent first vertical mold 8 to form a first casting cavity 510. The upper end of the first casting cavity 510 has a first casting port. The two adjacent first vertical molds 8 are closed by the locking device 10 to the first opening 801 of one first vertical mold 8 and the first vertical plate 81 of the other first vertical mold 8 to form a second casting cavity 520. The upper end of the second casting cavity 520 has a second casting port. The second opening 802 is closed by the locking device 10 to the first vertical plate 81 of the adjacent first vertical mold 8 to form a third casting cavity 530. The upper end of the third casting cavity 530 has a third casting port.
[0070] like Figure 3 As shown, after the vertical combination mold of the tower crane counterweight block is assembled, a release agent is applied to each casting cavity. The first steel frame 311 is vertically placed into the first casting cavity 510 and the second casting cavity 520 using a crane, and the second steel frame 411 is vertically placed into the third casting cavity 530. The first steel frame 311 includes a first lifting lug facing upwards, and the second steel frame 411 includes a second lifting lug facing upwards.
[0071] Then, pour concrete from top to bottom through the first pouring gate, the second pouring gate, and the third pouring gate, and finally scrape the surface concrete smooth.
[0072] After the concrete has dried, first release the locking device 10 between the second vertical mold 9 and the adjacent first vertical mold 8, start the electric device to separate the second vertical mold 9, and use the second lifting lug to lift out the second counterweight block 421 formed by the second vertical mold 9.
[0073] The electric device is activated to reconnect and lock the second vertical mold 9 and its adjacent first vertical mold 8 through the locking device 10 to form the first finished component 111. The locking device 10 on one side of the first finished component 111 is released, and the electric device is activated to separate the first vertical mold 8 adjacent to the second vertical mold 9. The first counterweight 321 formed by the first vertical mold 8 is lifted out by the first lifting lug. Then the electric device is activated again to reconnect and lock it to form the second finished component 112.
[0074] Repeat the above steps, pointing from the second vertical mold 9 to the fixed template 71, and lift out the remaining first counterweights 321 formed by the first vertical mold 8 one by one.
[0075] In this embodiment, after the concrete pouring is completed and the pre-drying period is reached, the counterweight can be demolded. During demolding, the four sets of bolts 810 and nuts 811 between the second vertical mold 9 and its adjacent first vertical mold 8 are loosened until the bolts 810 can be rotated to loosen the connection between the molds. The second vertical mold 9 is then moved to the right to separate it from its adjacent first vertical mold 8 and move a certain distance. The second lifting lug is used to lift the second counterweight 421 away from the second vertical mold 9. The second vertical mold 9 is then moved to the left to reconnect it with the adjacent first vertical mold 8. At the same time, the four sets of connecting bolts 810 and nuts 811 connected to the left side of the first vertical mold 8 are loosened. The second vertical mold 9 is then moved to the right to move the first vertical mold 8 to the right. After the first counterweight 321 is loosened, the first lifting lug is used to lift the first counterweight 321 away from the mold cavity of the first vertical mold 8. By repeating the above actions, the remaining first counterweights 321 can be vertically lifted out of the cavity of the first vertical mold 8 one by one.
[0076] The vertical combination mold for tower crane counterweights in this application creates a new mold for each counterweight block demolded, preparing for the next batch of concrete pouring and improving construction efficiency.
[0077] The number of standard counterweight blocks and electric counterweight block molds in this vertical combination mold is based on the requirements of each tower crane in one batch. When the batch size increases or the tower crane model changes, the number of combinations can be adjusted accordingly. It has a creative application for standardized, large-scale, and industrialized production.
[0078] Using one tower crane counterweight as a batch, standard first vertical molds 8 are arranged in close succession, with the last row being standard electric second vertical molds 9. The vertical combination mold structure is reasonable and compact. Compared with traditional flat formwork, it has the advantages of small footprint, high mold turnover rate, no consumables manufacturing, all outer surfaces are formed in one step after pouring without secondary finishing, the surface of the counterweight is smooth after demolding, and the quality is guaranteed. The upper end face of the mold is flat, the counterweight lifting lug is at the top, and the concrete on the upper end face is scraped or self-flowed, without the need for sealing the mold. At the same time, the counterweight can be directly lifted and separated by the lifting lug during demolding, resulting in high production efficiency. It can be produced in the factory workshop and is suitable for mass production and large-scale manufacturing.
[0079] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "other embodiments," "illustrative embodiment," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.
[0080] This document uses specific examples to illustrate the principles and implementation methods of this application. The examples are merely for the purpose of helping to understand the method and core ideas of this application. The above are only preferred embodiments of this application. It should be noted that due to the limitations of written expression, while there are objectively infinite specific structures, those skilled in the art can make several improvements, modifications, or changes without departing from the principles of this application, and can also combine the above technical features in an appropriate manner; the scope of this application is defined by the claims and their equivalents for these improvements, modifications, changes, or combinations.
Claims
1. A vertical combination mold for tower crane counterweights, characterized in that, include: Base, including tracks; A fixed template is fixedly connected to one side of the base; Multiple first vertical molds, each first vertical mold including a first base plate, a first vertical plate and two opposite and spaced first side plates, the two first side plates connecting to the first vertical plate, the first base plate, the first vertical plate and the two first side plates together forming a first opening; Multiple locking devices; The second vertical mold has a second opening and is equipped with an electric device. The fixed template, the plurality of first vertical molds and the second vertical mold are sequentially and movable along the track. The tower crane counterweight vertical combination mold has an assembled state and a disassembled state. In the assembled state, the fixed template closes with the first opening of the adjacent first vertical mold through the locking device to form a first casting cavity, and the upper end of the first casting cavity has a first pouring port. Two adjacent first vertical molds are connected by the locking device so that the first opening of one first vertical mold closes with the first vertical plate of the other first vertical mold to form a second casting cavity, and the upper end of the second casting cavity has a second pouring port. The second opening closes with the first vertical plate of the adjacent first vertical mold through the locking device to form a third casting cavity, and the upper end of the second casting cavity has a third pouring port. The second vertical mold includes a second base plate and a third base plate, with the second base plate located above the third base plate. The second base plate divides the second vertical mold into a second casting cavity located at the upper part and an installation cavity located at the lower part, with the electric device located in the installation cavity.
2. The vertical combination mold for tower crane counterweights according to claim 1, characterized in that, The second vertical mold includes a second vertical plate and two opposing and spaced-apart second side plates. The two second side plates are connected to the second vertical plate. The second bottom plate, the second vertical plate, and the two second side plates together form the second opening.
3. The vertical combination mold for tower crane counterweights according to claim 2, characterized in that, The first opening is provided with a first sealing element; And / or, the second opening is provided with a second seal.
4. The vertical combination mold for tower crane counterweights according to claim 2, characterized in that, The base also includes a rack, which is arranged parallel to the track.
5. The vertical combination mold for tower crane counterweights according to claim 4, characterized in that, The first base plate is fixedly connected to a first support, the first support is provided with a first rocker arm, the first rocker arm is provided with a first gear, and the first gear meshes with the rack.
6. The vertical combination mold for tower crane counterweights according to claim 4, characterized in that, The two sides of the third base plate are respectively fixedly connected to the lower ends of the two second side plates.
7. The vertical combination mold for tower crane counterweights according to claim 6, characterized in that, The third base plate is fixedly connected to a second support, the second support is provided with a second rocker arm, the second rocker arm is provided with a second gear, the second gear meshes with the rack, and the output end of the electric device is equipped with a third gear, the third gear meshes with the second gear.
8. The vertical combination mold for tower crane counterweights according to claim 1, characterized in that, The locking device includes a first connecting seat, a second connecting seat, a bolt, and a nut. The second connecting seat is hinged to one side of the bolt, and the other side of the bolt is screwed to the nut.
9. The vertical combination mold for tower crane counterweights according to claim 8, characterized in that, The first connecting seat and the second connecting seat are respectively installed on two adjacent first vertical molds, the fixed template and the first vertical mold adjacent to it, and the second vertical mold and the first vertical mold adjacent to it.
10. A construction method for a vertical combination mold for tower crane counterweights, characterized in that, include: S1. Provide a vertical combination mold for tower crane counterweight blocks, wherein the base of the vertical combination mold for tower crane counterweight blocks includes a track; A fixed template is fixedly connected to one side of the base; Multiple first vertical molds, each first vertical mold including a first base plate, a first vertical plate and two opposite and spaced first side plates, the two first side plates connecting to the first vertical plate, the first base plate, the first vertical plate and the two first side plates together forming a first opening; Multiple locking devices; The second vertical mold has a second opening and is equipped with an electric device. The fixed template, the plurality of first vertical molds and the second vertical mold are sequentially and movable along the track. The second vertical mold includes a second base plate, a second vertical plate, and two opposing and spaced-apart second side plates. The two second side plates are connected to the second vertical plate, and the second base plate, the second vertical plate, and the two second side plates together form the second opening. S2. Apply release agent to the fixed template, each of the first vertical molds and the second vertical molds, and assemble the tower crane counterweight block vertical combination mold to form an assembled state; The assembly steps include: the fixed template is closed with the first opening of the adjacent first vertical mold through the locking device to form a first casting cavity, the upper end of the first casting cavity has a first pouring port, and two adjacent first vertical molds are closed with the first opening of one first vertical mold and the first vertical plate of the other first vertical mold through the locking device to form a second casting cavity, the upper end of the second casting cavity has a second pouring port, and the second opening is closed with the first vertical plate of the adjacent first vertical mold through the locking device to form a third casting cavity, the upper end of the third casting cavity has a third pouring port; S3. A first reinforcing steel frame is placed in the first casting cavity and the second casting cavity, and a second reinforcing steel frame is placed in the third casting cavity. The first reinforcing steel frame includes a first lifting lug facing upwards, and the second reinforcing steel frame includes a second lifting lug facing upwards. S4. Concrete is poured from the first pouring port, the second pouring port, and the third pouring port; S5. After the concrete has dried, first release the locking device between the second vertical mold and the adjacent first vertical mold, start the electric device to separate the second vertical mold, and use the second lifting lug to lift out the second counterweight block formed by the second vertical mold. S6. Start the electric device to reconnect and lock the second vertical mold and the adjacent first vertical mold through the locking device to form a first completed component. Release the locking device on one side of the first completed component. Start the electric device to separate the first vertical mold adjacent to the second vertical mold. Use the first lifting lug to lift out the first counterweight block formed by the first vertical mold. Then start the electric device again to reconnect and lock it to form a second completed component. S7. Repeat the action of step S6, and lift out the first counterweight blocks formed by the remaining first vertical molds one by one along the direction of the second vertical mold pointing to the fixed template.
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Patent Citations
Group stair formwork erecting production system
CN114378933A