Integrated frame special for prefabricated plate type component

Abstract

The utility model relates to the technical field of prefabricated plate type components, and aims to provide a special integrated frame for prefabricated plate type components, which comprises four box type steel columns I and four box type steel columns II, the opposite sides of the first box-shaped steel column and the second box-shaped steel column are connected with a first longitudinal H-shaped steel beam and a transverse H-shaped steel beam respectively, the transverse H-shaped steel beam is sleeved with sliding sleeves which are evenly distributed in a sliding mode, and the opposite sides of the sliding sleeves are fixedly connected with a second longitudinal H-shaped steel beam. According to the utility model, the three-dimensional stacking of components is realized, the stacking space can be released, the transferring (hoisting) efficiency can be improved, and the transferring (hoisting) cost is reduced; the stacking requirements of plate components with various specifications and dimensions are met; the large-size prefabricated plate type components are stacked, and collision between the components and the second box type steel column does not need to be considered.

Description

TECHNICAL FIELD

[0001] The utility model relates to precast slab component technical field, especially a kind of special integrated frame of precast slab component. BACKGROUND

[0002] Preform slab component is the material commonly used in building industry. At present, preform slab component needs to be stacked and transported. However, there are the following problems:

[0003] 1. The component occupies a large area of site. To ensure that the component supplies the site demand in batches, the stacking area of the site is required to be large.

[0004] 2. The component has quality and safety hazards such as warping deformation and cracking. The slab component is relatively thin, and the early strength is low. To save stacking space, the component stacking layers often exceed the specification limit. The bottom component is easily warped and deformed, cracked and other quality and safety hazards due to large pressure.

[0005] 3. The existing component storage rack has low versatility and cannot meet the stacking requirements of various specifications of slab components. Since the specifications and sizes of slab components are numerous, the fixed-size storage rack is only suitable for a small amount of fixed-specification component stacking.

[0006] 4. The component transportation efficiency is low, and the transportation cost is high. The component stacking layers are limited, and the transportation frequency needs to be increased, resulting in low transportation efficiency and high transportation cost.

[0007] 5. The component hoisting efficiency is low, and the component needs to be hoisted one by one. UTILITY MODEL CONTENT

[0008] The utility model aims to provide a special integrated frame for precast slab component to solve the problems in the background art and facilitate popularization.

[0009] In order to achieve the above utility model purpose, the utility model adopts the following technical scheme:

[0010] A special integrated frame for precast slab component includes box type steel column one and box type steel column two. The number of box type steel column one and box type steel column two is four. The opposite side of box type steel column one and box type steel column two is respectively connected with longitudinal H-shaped steel beam one and transverse H-shaped steel beam. The transverse H-shaped steel beam is slidably sleeved with uniformly distributed sliding sleeve. The opposite side of the sliding sleeve is fixedly connected with longitudinal H-shaped steel beam two.

[0011] Further, the box type steel column one and box type steel column two are respectively provided with vertical long stiffener and vertical short stiffener at the connection with longitudinal H-shaped steel beam one and transverse H-shaped steel beam.

[0012] Further, the longitudinal H-shaped steel beam one and transverse H-shaped steel beam are provided with horizontal corner brace at the flange.

[0013] Further, the sliding sleeve is provided with a pin hole, the sliding sleeve is provided with a lifting plate, and the lifting plate is provided with a lifting hole.

[0014] Further, the box-shaped steel column one is welded with a square steel at the top, and the square steel is embeddedly connected with the box-shaped steel column two.

[0015] The box-shaped steel column one and the box-shaped steel column two are combined to realize three-dimensional stacking of components, release stacking space, improve transfer (hoisting) efficiency, and reduce transfer (hoisting) cost.

[0016] 1. The box-shaped steel column one and the box-shaped steel column two are combined to realize three-dimensional stacking of components, release stacking space, improve transfer (hoisting) efficiency, and reduce transfer (hoisting) cost.

[0017] 2. The sliding sleeve slides along the transverse H-shaped steel beam one to realize stacking of a plurality of specifications and sizes of plate components.

[0018] 3. The box-shaped steel column two is flush with the longitudinal H-shaped steel beam one and the transverse H-shaped steel beam to realize stacking of large-size prefabricated plate components, and the components do not need to be considered to collide with the box-shaped steel column two. BRIEF DESCRIPTION OF DRAWINGS

[0019] Fig. 1 It is a whole structure schematic view of a prefabricated plate component special integrated frame of the utility model;

[0020] Fig. 2 It is a box-shaped steel column one structure schematic view of a prefabricated plate component special integrated frame of the utility model;

[0021] Fig. 3 It is a box-shaped steel column two structure schematic view of a prefabricated plate component special integrated frame of the utility model;

[0022] Correspondence table of reference signs:

[0023] 1. Box-shaped steel column one; 2. Box-shaped steel column two; 3. Longitudinal H-shaped steel beam one; 4. Transverse H-shaped steel beam; 5. Sliding sleeve; 6. Longitudinal H-shaped steel beam two; 7. Vertical long stiffener plate; 8. Vertical short stiffener plate; 9. Horizontal corner brace; 10. Lifting plate; 11. Square steel. DETAILED DESCRIPTION

[0024] The specific embodiments of the utility model will be further described below in combination with the drawings. Wherein the same parts are indicated by the same reference signs. It should be noted that the words "front", "back", "left", "right", "up" and "down" used in the following description refer to the directions in the drawings, and the words "inner" and "outer" refer to the directions towards or away from the geometric center of a particular component.

[0025] In order to make the content of the utility model more easily be clearly understood, the technical scheme in the utility model embodiment will be clearly and completely described below in combination with the drawings in the utility model embodiment. Same parts are denoted by same reference numerals.

[0026] As shown in Figs. 1 to 3 The utility model discloses a special integrated frame for prefabricated plate components, which comprises box type steel column one 1 and box type steel column two 2, the number of the box type steel column one 1 and the box type steel column two 2 is four, the opposite side of the box type steel column one 1 and the box type steel column two 2 is connected with longitudinal H type steel beam one 3 and transverse H type steel beam 4 respectively, the transverse H type steel beam 4 is slidably sleeved with uniformly distributed sliding sleeve 5, the opposite side of the sliding sleeve 5 is fixedly connected with longitudinal H type steel beam two 6, through the combination of the box type steel column one 1 and the box type steel column two 2, three-dimensional stacking components are realized, the stacking space can be released, the transfer (hoisting) efficiency can be improved, and the transfer (hoisting) cost is reduced, the sliding sleeve 5 slides along the transverse H type steel beam 4, the stacking requirements of a plurality of size plate components are realized, the box type steel column two 2 is flush with the longitudinal H type steel beam one 3 and the transverse H type steel beam 4, large-size prefabricated plate components are realized, and the components and the box type steel column two 2 do not need to be considered to collide.

[0027] The box type steel column one 1 and the box type steel column two 2 are respectively provided with vertical long stiffened plates 7 and vertical short stiffened plates 8 at the connection positions of the longitudinal H type steel beam one 3 and the transverse H type steel beam 4, and the longitudinal H type steel beam one 3 and the transverse H type steel beam 4 are provided with horizontal corner braces 9 at the flanges, so that the stability is ensured through the vertical long stiffened plates 7, the vertical short stiffened plates 8 and the horizontal corner braces 9.

[0028] Pin holes are formed in the sliding sleeve 5, a lifting plate 10 is arranged on the sliding sleeve 5, and lifting holes are formed in the lifting plate 10, so that the sliding sleeve 5 can be fixed and a stable system is formed, and the lifting plate 10 can be conveniently lifted.

[0029] The box type steel column one 1 is welded with a square steel 11 at the top, the square steel 11 is embeddedly connected with the box type steel column two 2, and the box type steel column one 1 and the box type steel column two 2 can be conveniently assembled and fixed.

[0030] The above is only a preferred embodiment of the utility model patent, and does not limit the utility model patent, and any modification, equivalent replacement and improvement made within the spirit and principle of the utility model patent should be included in the protection scope of the utility model patent.

Claims

1. A special integrated frame for precast slab components, comprising box-type steel column one (1) and box-type steel column two (2), characterized in that, There are four box-shaped steel columns one (1) and four box-shaped steel columns two (2). The box-shaped steel columns one (1) and two box-shaped steel columns two (2) are respectively connected to longitudinal H-shaped steel beam one (3) and transverse H-shaped steel beam (4) on opposite sides. The transverse H-shaped steel beam (4) is slidably fitted with uniformly distributed sliding sleeves (5). The longitudinal H-shaped steel beam two (6) is fixedly connected to the opposite side of the sliding sleeves (5).

2. The integrated frame for precast slab components according to claim 1, characterized in that, The box-shaped steel column one (1) and box-shaped steel column two (2) are respectively provided with vertical long stiffening plate (7) and vertical short stiffening plate (8) at the connection with longitudinal H-shaped steel beam one (3) and transverse H-shaped steel beam (4).

3. The integrated frame for precast slab components according to claim 1, characterized in that, The longitudinal H-beam (3) and the transverse H-beam (4) are provided with horizontal corner bracing (9) at their flanges.

4. The integrated frame for precast slab components according to claim 1, characterized in that, The sliding sleeve (5) is provided with a pin hole, the sliding sleeve (5) is provided with a lifting plate (10), and the lifting plate (10) is provided with a lifting hole.

5. The integrated frame for precast slab components according to claim 1, characterized in that, The top of the box-shaped steel column one (1) is welded with square steel (11), and the square steel (11) is embedded and fixedly connected to the box-shaped steel column two (2).

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