Plant column arrangement structure without crane in process intermediate span

By setting up "large lattice columns" and optimizing the crane beam layout in the crane-free workshop in the intermediate span of the process, the problem of large steel consumption in traditional structures was solved, thereby saving steel and concrete and reducing project costs.

CN223469097UActive Publication Date: 2025-10-24SHEN KAN QINHUANGDAO GENERAL ENG DESIGN & RES INST CORP MCC
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Patent Information

Application Number
CN202422136694.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-02
Publication Date
2025-10-24
Estimated Expiration
2034-09-02

AI Technical Summary

Technical Problem

The traditional steel column arrangement structure of the middle span of the craneless factory building consumes a huge amount of steel and is very expensive.

Method used

A set of "large lattice columns" with widened limb spacing is set on both sides of the middle span. The shoulder beam and the first steel column support are connected by steel lacing strips to reduce the number of steel columns. The longitudinal roof support is connected to the roof to optimize the crane beam height and braking system layout.

Benefits of technology

Without compromising the supporting performance, the amount of steel and concrete used was significantly reduced, thus lowering the project cost.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model belongs to the technical field of plant design, and particularly relates to a plant column arrangement structure without a crane in a process middle span, which comprises two plant rooms, a middle span is arranged between the two plant rooms, first steel column supports are arranged on two sides of the middle span, shoulder beams are arranged at the tops of the first steel column supports, and a plurality of first steel column supports are arranged on the shoulder beams. A second steel column support is arranged on the shoulder beam and is connected with the roof; steel lacing bars are arranged at the upper ends of the first steel column supports to connect and fix the shoulder beam and the first steel column supports on the two sides, and a working height is reserved below the steel lacing bars. Compared with the prior art, double-lattice steel columns arranged on the two sides of a traditional middle span are changed into large-lattice columns with the increased limb distance, and the steel lacing bars are connected above the space, not affecting the process requirement, of the middle span. Therefore, the steel amount is greatly reduced while the supporting performance of the factory room and the middle span is not influenced.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of factory building design, and particularly relates to a factory building column arrangement structure without a crane in a process intermediate span. BACKGROUND

[0002] At present, in a conventional hot-rolled strip steel project, according to process arrangement and production needs, a crane-free intermediate span with a certain spacing from an axis needs to be arranged between a roll mill repair room and a main rolling span and used for maintenance and the like. A traditional structure facade mode is that double lattice steel columns are arranged on both sides of the intermediate span and bear the loads of the two sides of the crane and the roof. However, the current arrangement of double lattice steel columns on both sides of the intermediate span uses a very large amount of steel and has high costs.

[0003] In view of this, the utility model is provided. CONTENT OF THE UTILITY MODEL

[0004] The utility model aims to provide a factory building column arrangement structure without a crane in a process intermediate span to solve the technical problems in the background art.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme.

[0006] A factory building column arrangement structure without a crane in a process intermediate span comprises two factory rooms, an intermediate span is arranged in the middle of the two factory rooms, first steel column supports are arranged on both sides of the intermediate span, shoulder beams are arranged on the top of the first steel column supports, second steel column supports are arranged on the shoulder beams and connected with a roof, and a group of longitudinal roof supports are arranged at the support connection between the second steel column supports and the roof.

[0007] Steel bars are arranged at the upper end of the first steel column supports to connect and fix the shoulder beams and the first steel column supports on both sides, and a working height is left below the steel bars.

[0008] Preferably, the roof of the two factory rooms has no height difference, a group of longitudinal roof supports are arranged at the support connection between the second steel column supports and the roof, and the longitudinal roof supports are arranged on either side of the two factory rooms.

[0009] Preferably, the crane beams of the two factory rooms are at the same height, and the two groups of crane beams share a group of braking systems.

[0010] Preferably, the roof of the two factory rooms has a height difference, two groups of longitudinal roof supports are arranged at the support connection between the second steel column supports and the roof, and the two groups of longitudinal roof supports are arranged at the support positions of the second steel columns of the two factory rooms, respectively.

[0011] Preferably, the shoulder beams arranged on the top of the first steel column supports are two groups, one group is arranged on the top of the first steel column supports on the low side, and the other group is arranged on the top of the first steel column supports on the high side.

[0012] Preferably, the two factory room crane beams are located at different heights, and the two groups of crane beams are respectively provided with corresponding brake systems.

[0013] Preferably, the brake systems are respectively fixed on the corresponding shoulder beams through auxiliary trusses.

[0014] Preferably, a gutter is arranged on the roof of the high-side factory room.

[0015] Compared with the prior art, the utility model discloses a kind of factory building column arrangement structures of process intermediate span without crane, so that the traditional double lattice steel column of being arranged on the both sides of intermediate span is replaced by the two lattice columns of being arranged on the both sides of intermediate span into a large lattice column with limbs distance being pulled apart, and steel bar is connected above the space not affecting process requirement in intermediate span, so that on the one hand, the supporting performance of factory room and intermediate span is not affected, and steel quantity is greatly reduced under the same condition.

[0016] In order to make the above-mentioned purpose, features and advantages of the utility model more obvious and easy to understand, the following preferred embodiments are described in detail below, and the accompanying drawings are described as follows. DRAWINGS

[0017] In order to more clearly illustrate the technical scheme of the embodiments of the utility model, the following will briefly introduce the drawings needed to be used in the embodiments, and it should be understood that the following drawings only show some embodiments of the utility model, and therefore should not be regarded as a limitation to the scope, and for ordinary skilled in the art, other related drawings can also be obtained without creative labor on the basis of these drawings.

[0018] Figure 1 It is a schematic diagram of traditional facade arrangement in the prior art of the utility model.

[0019] Figure 2 It is a schematic diagram of a process intermediate span without crane factory building column arrangement structure provided by one embodiment of the utility model.

[0020] Figure 3 It is a schematic diagram of a process intermediate span without crane factory building column arrangement structure provided by another embodiment of the utility model.

[0021] The schematic diagram is as follows:

[0022] 1, factory room; 2, intermediate span; 3, first steel column; 4, second steel column; 5, shoulder beam; 6, roof; 7, steel bar; 8, longitudinal roof support; 9, crane beam; 10, brake system; 11, gutter; 12, auxiliary truss; 13, lattice steel column. DETAILED DESCRIPTION

[0023] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. The components of the embodiments of the present invention generally described and shown in the drawings here can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the utility model for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without making creative work are within the scope of protection of the present invention.

[0024] like Figure 1 As shown, in the hot-rolled strip steel project, according to the process layout and production needs, a crane-free intermediate span 2 with an axis spacing of 9m is required to be arranged between the roller repair room and the main rolling span for maintenance, etc. The traditional structural facade method is: lattice steel columns 13 are set on both sides of the intermediate span 2 to bear the crane beams 9 on both sides and the roof load respectively. According to the existing traditional structural facade method, the traditional model uses about 75.3t of steel per frame, and the foundation concrete of a single frame requires 211.72m3.

[0025] Under the premise of ensuring the supporting performance of room 1, in order to save the amount of steel structure and concrete, Figure 1 As shown, embodiment 1 of the present invention provides a factory column arrangement structure with a process middle span 2 without a crane, comprising two factory rooms 1, a middle span 2 is arranged in the middle of the two factory rooms 1, first steel columns 3 are arranged on both sides of the middle span 2 for support, a shoulder beam 5 is arranged on the top of the first steel column 3 support, a second steel column 4 is arranged on the shoulder beam 5 for support and connected to the roof 6; a steel tie bar 7 is arranged at the upper end of the first steel column 3 support to connect and fix the shoulder beam 5 and the first steel column 3 supports on both sides, and a working height is left below the steel tie bar 7.

[0026] In this embodiment, the roofs 6 of the two factory rooms 1 have no height difference. A set of longitudinal roof supports 8 is installed at the connection between the second steel columns 4 and the roof 6. These longitudinal roof supports 8 are located on either side of the two factory rooms 1. Furthermore, the crane beams 9 of the two factory rooms 1 are located at the same height, and the two sets of crane beams 9 share a brake system 10.

[0027] In the embodiment, the traditional lattice steel columns 13 arranged on both sides of the middle span 2 are replaced by "large lattice columns" with a larger limb distance, and the steel bars 7 are connected above the space of the middle span 2 which does not affect the process requirements. In this way, on the one hand, the support performance of the plant room 1 and the middle span 2 is not affected, and on the other hand, the amount of steel is greatly reduced under the same conditions. According to the calculation, the amount of steel used by each rigid frame is about 69.7t, and the single rigid frame foundation concrete needs 182.10m3.

[0028] In addition, as shown in Figure 3 When the plant room 1 has a certain height difference, the utility model embodiment two provides a process middle span 2 without crane's plant column arrangement structure, which comprises two plant rooms 1, the middle span 2 is arranged in the middle of the two plant rooms 1, the first steel column 3 support is arranged on both sides of the middle span 2, the shoulder beam 5 is arranged on the top of the first steel column 3 support, the second steel column 4 support is arranged on the shoulder beam 5 and connected with the roof 6, the steel bar 7 is arranged on the upper end of the first steel column 3 support and fixedly connected with the shoulder beam 5 and the first steel column 3 support on both sides, and the working height is left below the steel bar 7.

[0029] In the embodiment, the roof 6 of the two plant rooms 1 has a height difference, two groups of longitudinal roof supports 8 are arranged at the support connection between the second steel column 4 support and the roof 6, and the two groups of longitudinal roof supports 8 are respectively arranged at the support of the second steel column 4 of the two plant rooms 1. The shoulder beam 5 arranged on the top of the first steel column 3 support is two groups, one group is located on the top of the first steel column 3 support on the low side, and the other group is located on the top of the first steel column 3 support on the high side. The crane beam 9 of the two plant rooms 1 is located at different heights, and the two groups of crane beams 9 are respectively provided with corresponding brake systems 10. The brake system 10 is fixed on the corresponding shoulder beam 5 through the auxiliary truss 12. The gutter 11 is arranged on the roof of the high-side plant room 1.

[0030] According to the calculation, the amount of steel used by each rigid frame is about 73.4t under the condition of the embodiment two, and the single rigid frame foundation concrete needs 157.13m3.

[0031] Therefore, it can be seen that under the premise of ensuring the support performance of the plant room 1, the process middle span 2 without crane's plant column arrangement structure adopting the utility model structure saves the amount of steel and the amount of concrete compared with the traditional structure facade mode, and greatly saves the engineering cost.

[0032] In the description of the utility model, it is necessary to explain that the orientation or position relation indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like is the orientation or position relation based on the drawing shown or the orientation or position relation commonly placed when the utility model product is used, and is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element indicated must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the utility model. In addition, the terms "first", "second", "third" and the like are only used for differentiation in description and cannot be understood as indicating or implying relative importance.

[0033] In addition, the terms "horizontal", "vertical", "overhanging" and the like do not mean that the components must be absolutely horizontal or overhanging, but can be slightly inclined. For example, "horizontal" only means that its direction is relatively more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined.

[0034] In the description of the utility model, it is also necessary to explain that, unless otherwise explicitly specified and limited, the terms "set", "mount", "connected", "connected" should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, or it can be the communication inside two elements. For ordinary skilled persons in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0035] The above is only the preferred embodiment of the utility model, and is not used to limit the utility model. For those skilled in the art, the utility model can have various changes and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the utility model should be included in the protection scope of the utility model. It should be noted that: similar reference numbers and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

Claims

1. A process intermediate craneless plant column arrangement, characterized by, Two factory rooms, an intermediate span is arranged between the two factory rooms, first steel column supports are arranged on both sides of the intermediate span, shoulder beams are arranged on the top of the first steel column supports, and second steel column supports are arranged on the shoulder beams and connected with the roof; Steel bars are arranged on the upper end of the first steel column supports to connect and fix the shoulder beams and the first steel column supports on both sides, and a working height is reserved below the steel bars.

2. A process intermediate craneless plant column arrangement according to claim 1, characterized in that, The roof of the two factory rooms is free of height difference, and a set of longitudinal roof supports are arranged at the support connection between the second steel column supports and the roof, and the longitudinal roof supports are arranged on either side of the two factory rooms.

3. A process intermediate craneless plant column arrangement according to claim 2, characterized in that, The crane beams of the two factory rooms are located at the same height, and the two sets of crane beams share a set of braking systems.

4. The process intermediate craneless plant column arrangement of claim 1, wherein, The roof of the two factory rooms is free of height difference, and a set of longitudinal roof supports are arranged at the support connection between the second steel column supports and the roof, and the longitudinal roof supports are arranged on either side of the two factory rooms.

5. A process intermediate craneless plant column arrangement according to claim 4, characterized in that, The shoulder beams arranged on the top of the first steel column supports are two sets, one set is arranged on the top of the first steel column supports on the low side, and the other set is arranged on the top of the first steel column supports on the high side.

6. A process intermediate craneless plant column arrangement according to claim 5, characterized in that, The crane beams of the two factory rooms are located at different heights, and the two sets of crane beams are respectively provided with corresponding braking systems.

7. A process intermediate craneless plant column arrangement according to claim 6, characterized in that, The braking systems are respectively fixed on the corresponding shoulder beams through auxiliary trusses.

8. A process intermediate craneless plant column arrangement according to claim 7, characterized in that, A gutter is arranged on the roof of the high-side factory room.