CN209780036U - Rectangular column of foundation layer of prefabricated building and prefabricated building - Google Patents

Abstract

The utility model relates to a basic top layer steel node for assembled building's basic top layer rectangle post, with this steel node complex basic top layer rectangle post to and the assembled building including basic top layer steel node and basic top layer rectangle post. The utility model discloses still relate to the steel skeleton that is used for basic top layer rectangle post. The rectangular column comprises a reinforced concrete column body, and a longitudinal stress steel bar, concrete and a steel column head which are arranged along the circumferential direction of the reinforced concrete column body. The utility model discloses basic top layer steel festival concrete constructs the rectangle post and prefabricates in the mill, at first prepares rectangle post steel framework, presss from both sides again and establishes template and concreting, makes basic top layer steel festival concrete and constructs rectangle post prefab to be equipped with the assembly. The utility model discloses basic top layer rectangle post has following advantage: firstly, energy conservation and environmental protection are realized, and the construction period is shortened by at least half; secondly, the quality is improved fundamentally; thirdly, the overall stability of the structure is good; and fourthly, finishing the steel skeleton of the base top layer rectangular column and the base top layer rectangular column in a factory.

Description

Rectangular column of foundation layer of prefabricated building and prefabricated building

Technical Field

the utility model relates to a base top layer steel knot concrete constructs the node of rectangle post for assembly type structure constructs the rectangle post with this node complex base top layer steel knot concrete to and construct the assembly type structure of rectangle post including node and base top layer steel knot concrete. The utility model discloses still relate to the rectangle post steel framework of basic top layer steel festival concrete structure rectangle post.

Background

Since the little reform is opened, the construction engineering in China continues to develop at a high speed, and the building scale and the investment amount are very huge. In 2017, the construction area of the real estate industry only reaches 78 hundred million square meters. However, most construction projects still adopt the traditional construction site cast-in-place concrete design method and construction technology. Causing serious negative problems in the high-speed development of the building engineering. The problems of land protection, forest ecology protection, dust pollution and air pollution reduction, noise pollution and environment pollution reduction, house heat preservation and energy conservation, engineering quality improvement and the like are the construction technical problems which must be urgently solved by the building industry. In 2016, 9 months, the Like force general theory proposes that 'the assembly type building is determined to be vigorously developed, and the adjustment and the upgrade of the industrial structure are promoted'. The ministry of living construction carries out the guidance opinions of the office hall of the State Council about the vigorous development of the assembly type building, develops the assembly type building for popularizing green buildings and building materials, improves the technical level and the engineering quality of the building, and gives great support and policy preference to the scientific and creative work of the assembly type building. Up to now, the reinforced concrete fabricated building is known as a cast-in-place assembling technology of a factory prefabricated superposition construction site. The technology is not very high in assembly rate in practice, and is high in construction difficulty, high in manufacturing cost and difficult to popularize.

The utility model provides a steel-knot concrete constructs rectangle post and steel node thereof is a basic component in steel-knot concrete constructs the assembly type building system. Standardized production in factories and assembly into building structures on the construction site. The assembly type building technology abandons the procedures of building a scaffold, supporting a template, binding reinforcing steel bars, pouring concrete and the like in the traditional construction method. The standard of building green, environment-friendly and energy-saving buildings is achieved. It is suitable for high-rise reinforced concrete building. Compared with the traditional building construction method, the technology solves the problem of common quality problems which are not solved for a long time in the building engineering, fundamentally improves the engineering quality and powerfully promotes the progress of building design and construction technology. The shock resistance is more excellent. The cost is suitable, and the economic benefit and the social benefit are good.

SUMMERY OF THE UTILITY MODEL

The utility model provides a can solve the technical scheme of above-mentioned problem. Particularly, the utility model provides an adopt the assembly structure of "steel node + concrete structure" (hereinafter referred to as steel knot concrete structure), thereby make the technical scheme of the utility model can have the advantage that concrete structure is with low costs and steel knot structure intensity/precision is high concurrently. In addition, the structure of the steel-concrete structure is more beneficial to the construction mode of prefabricating structural components in a factory and then assembling on a construction site.

The utility model provides a rectangle post for assembled building's basic top layer, include: a reinforced concrete column comprising one or more longitudinal stressed steel bars arranged in a circumferential direction of the reinforced concrete column, and concrete filling the reinforced concrete column, and a steel column head arranged at an upper end of the reinforced concrete column, the steel column head comprising rectangular steel tubes arranged in a circumferential direction along a periphery of the steel column head, a foundation top layer steel column head arranged at a lower end of the reinforced concrete column, the foundation top layer steel column head comprising rectangular steel tubes arranged in a circumferential direction along a periphery of the foundation top layer steel column head, the length of the foundation top layer steel column head in a longitudinal direction being greater than the length of the steel column head, wherein the steel bars are connected to the rectangular steel tubes of the steel column head and to the rectangular steel tubes of the foundation top layer steel column head.

in an alternative embodiment, the reinforced concrete column further comprises one or more angle irons disposed at one or more corners of the reinforced concrete column, and the angle irons extend to the rectangular steel tube of the steel column head and the rectangular steel tube of the base-top steel column head.

in an alternative embodiment, the angle steel extends along the entire longitudinal length of the reinforced concrete column and the one or more longitudinal force-bearing rebars extend along the entire longitudinal length of the rectangular column.

In an alternative embodiment, the rectangular steel tube of the steel stud comprises a rectangular frame and a first end baffle and a first middle baffle disposed therein, the one or more longitudinal force-bearing steel bars pass through holes in the lower plate of the steel stud and through holes in the upper plate of the steel stud to be connected to the upper plate of the steel stud via a bolted connection, the rectangular steel tube of the superstratum steel stud comprises a rectangular frame and a second septum and a second end baffle disposed therein, the one or more longitudinal force-bearing steel bars pass through holes in the second septum of the superstratum steel stud and through holes in the second end baffle of the superstratum steel stud to be connected to the second end baffle of the superstratum steel stud via a bolted connection.

The utility model discloses still relate to one kind be used for the assembly type structure, and with aforementioned rectangle post complex basic top layer steel node, this basic top layer steel node includes hollow rectangular frame and bottom plate, and the frame is suitable for to be received the basic top layer steel column head of aforementioned rectangle post wherein and rather than the cooperation be connected, is provided with a plurality of fixed orificess on the bottom plate, is used for being connected to basic top layer steel node to basic cushion cap.

In an alternative embodiment, the base-top layer steel node comprises a seat extending from one or more surfaces of the frame, the seat being formed in the form of a male seat adapted to receive a female end of a mating beam structure.

in an alternative embodiment, the base-top layer steel node comprises a standoff extending from one or more surfaces of the frame, the standoff being formed in the form of a female standoff adapted to receive a male end of a mating beam structure.

The utility model discloses still relate to a rectangle post steel framework for rectangular column of assembled building's basic top layer, include: the setting is at the rectangle steel pipe of the upper end department of rectangle post steel skeleton to and the basic top layer rectangle steel pipe of the lower extreme department that sets up rectangle post steel skeleton, one or many vertical atress reinforcing bars along the longitudinal direction extension of rectangle post steel skeleton, one or many vertical atress reinforcing bars pass through the ligature with the stirrup and are connected, and arrange the angle steel in the bight of rectangle post steel skeleton, wherein, the length of basic top layer rectangle steel pipe along longitudinal direction is greater than the length of rectangle steel pipe, and vertical atress reinforcing bar and angle steel are connected to rectangle steel pipe and basic top layer rectangle steel pipe.

In an alternative embodiment, the rectangular steel pipe comprises a rectangular frame and first and middle bulkheads disposed therein, the one or more longitudinal force bars pass through holes in the first middle bulkhead of the rectangular steel pipe and through holes in the first end bulkhead of the rectangular steel pipe to be connected to the first end bulkhead of the rectangular steel pipe via a bolted connection, the base-top rectangular steel pipe comprises a rectangular frame and second and middle bulkheads disposed therein, and the one or more longitudinal force bars pass through holes in the second middle bulkhead of the base-top rectangular steel pipe and through holes in the second end bulkhead of the base-top rectangular steel pipe to be connected to the second end bulkhead of the base-top rectangular steel pipe via a bolted connection.

The utility model relates to an assembly type structure, a serial communication port, including aforementioned rectangle post to and aforementioned basic top layer steel node, the basic top layer steel column head of rectangle post is received in the hollow part of basic top layer steel node, and is filled with the gap filler material that excels in, in order to fix basic top layer steel node to the rectangle post in the gap between the surface of rectangle post and the internal surface of the frame of basic top layer steel node.

the utility model discloses can bring following technical advantage:

(1) The precision of the parts is improved, the assembly difficulty is reduced, the labor consumption is reduced, and the construction efficiency is improved;

(2) The reliable and stable concrete quality is ensured, and the overall design and construction level of the building industry is improved;

(3) The shrinkage cracks generated on the component and the assembled integral structure are avoided, the anti-permeability capability of the building is improved, and the safety degree of the building is improved;

(4) The construction time of a construction site is shortened, and engineering pollution such as dust pollution, noise pollution and the like is reduced;

(5) The problem that outdoor construction cannot be carried out in winter in some areas can be solved, the construction progress is effectively accelerated, the construction quality is improved, and the construction and management cost is reduced;

(6) Avoiding damage to the health of the staff (for example due to dust).

Drawings

In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the drawings of the embodiments will be briefly described below, and it is obvious that the drawings in the following description only relate to some embodiments of the present invention, and are not intended to limit the present invention.

fig. 1A shows a side view of a foundation top layer steel-reinforced concrete structural rectangular column according to one embodiment of the present invention;

3 FIG. 3 1 3B 3 shows 3a 3 cross 3- 3 sectional 3 view 3 taken 3 along 3 section 3 line 3A 3- 3A 3 of 3 the 3 rectangular 3 column 3 of 3 the 3 foundation 3 top 3 layer 3 steel 3- 3 concrete 3 structure 3 of 3 FIG. 3 1 3A 3; 3

FIG. 2 shows a side view of a rectangular column steel skeleton (i.e., a steel-concrete structure rectangular column without concrete poured thereon);

A side view of a rectangular steel pipe (a state where concrete is not poured) of the steel stud is shown in fig. 3A;

FIG. 3B shows a top view of the rectangular steel tube of FIG. 3A, showing a view of the upper surface of the upper plate;

FIG. 3C shows a view from above looking down taken along section line B-B, showing a view of the upper surface of the lower plate;

a side view of a rectangular steel pipe (in a state where concrete is not poured) of the steel stud of the foundation-top layer is shown in fig. 4A;

FIG. 4B shows a view from below looking up, taken along section line C-C, showing a view of the lower surface of the upper plate thereof;

FIG. 4C shows a view from below looking up taken along section line D-D showing a view of the lower surface of the lower plate thereof;

FIG. 5A shows an assembled structure of a foundation top layer steel node and a foundation top layer steel node concrete structural rectangular column connected together, in which the outer surface of the rectangular steel pipe of the foundation top layer steel stud is shown by a dotted line;

FIG. 5B illustrates the skeletal structure of the assembly structure of FIG. 5A to more clearly illustrate the mating relationship of the base top layer steel nodes and the base top layer steel node concrete structural rectangular columns;

FIG. 6A shows an elevation view of the base-top layer steel node of FIG. 5A;

FIG. 6B shows a top view of a base top layer steel node;

FIG. 7A shows an elevation view of a base-top layer steel node according to another embodiment;

FIG. 7B shows a top view of the base-top layer steel node of FIG. 7A.

Detailed Description

the following description is provided with reference to the accompanying drawings to assist in a comprehensive understanding of various embodiments of the invention as defined by the claims. It includes various specific details to assist in this understanding, but these details should be construed as merely exemplary. Accordingly, those of ordinary skill in the art will recognize that changes and modifications may be made to the various embodiments described herein without departing from the scope of the present invention, which is defined by the following claims. Moreover, descriptions of well-known functions and constructions may be omitted for clarity and conciseness.

it will be apparent to those skilled in the art that the following descriptions of the various embodiments of the present invention are provided for illustration only and not for the purpose of limiting the invention as defined by the appended claims.

throughout the description and claims of this specification, the words "comprise" and "contain" and variations of the words, for example "comprising" and "comprises", mean "including but not limited to", and are not intended to (and do not) exclude other components, features or steps.

Features, components, or characteristics described in connection with a particular aspect, embodiment, or example of the invention are to be understood as being applicable to any other aspect, embodiment, or example described herein unless incompatible therewith.

It is to be understood that the singular forms "a," "an," and "the" include plural referents unless the context clearly dictates otherwise. The expression "comprising" and/or "may comprise" as used in the present invention is intended to indicate the presence of corresponding functions, operations or components, and is not intended to limit the presence of one or more functions, operations and/or components. Furthermore, in the present application, the terms "comprising" and/or "having" are intended to indicate the presence of the features, quantities, operations, elements, and components disclosed in the specification, or combinations thereof. Thus, the terms "comprising" and/or "having" should be understood as presenting additional possibilities for one or more other features, quantities, operations, components and parts, or combinations thereof.

in the present application, the expression "or" encompasses any and all combinations of the words listed together. For example, "a or B" may comprise a or B, or may comprise both a and B.

Although expressions such as "1 st", "2 nd", "first" and "second" may be used to describe various components of the present invention, they are not intended to limit the corresponding components. For example, the above expressions are not intended to limit the order or importance of the corresponding elements. The above description is only intended to distinguish one element from another.

When an element is referred to as being "connected" or "coupled" to another element, it can be directly connected or coupled to the other element, but it is understood that intervening elements may be present. Alternatively, when an element is referred to as being "directly connected" or "directly coupled" to another element, it is to be understood that no intermediate element is present between the two elements.

References herein to "upper", "lower", "left", "right", etc. are merely intended to indicate relative positional relationships, which may change accordingly when the absolute position of the object being described changes.

Unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. It will be further understood that terms, such as those defined in commonly used dictionaries, should be interpreted as having a meaning that is consistent with their meaning in the context of the relevant art and the present specification and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.

The present invention relates to a concrete structure, and more particularly to a reinforced concrete structure, which is a main part of a member for constituting a building body. The steel joint of the utility model is a steel joint structure, which is used for the connection part of one component and another component. The utility model provides a "steel festival concrete structure" means the building element who adopts concrete (reinforced concrete in particular) as the main part, adopts the steel node as the connecting portion.

The utility model discloses a building site on-site assembly formula's building assembly technique for a plurality of basic components of this on-site assembly formula's building assembly technique to and adopt this a plurality of basic components to build the assembled building that forms. In particular, in order to implement a construction manner of a construction assembly of a construction site assembly type, it is necessary to design a plurality of basic elements of the assembly type construction in advance and manufacture the plurality of basic elements in advance at a factory, then transport the plurality of basic elements to the construction site, and assemble the plurality of basic elements to form a desired construction form at the construction site.

The utility model discloses a basic component includes but is not limited to, the steel festival concrete constructs beam member, steel festival concrete and constructs post component, steel festival concrete structure shear force wall component, steel festival concrete structure elevartor shaft component, steel festival concrete structure basement side wall component, steel festival concrete structure stair component, steel festival concrete structure floor component, steel festival concrete structure infilled wall and so on. These components can be designed in a variety of shapes and sizes, either as single-layer structures or multi-layer structures, assembled in any manner to ultimately form the desired building structure.

in particular, the utility model relates to a basic component of specific steel joint concrete structure, namely steel joint concrete structure rectangle post component, special basic top layer steel joint concrete structure rectangle post. The steel-joint concrete structure rectangular column is a component formed by compounding a steel end head and a reinforced concrete column body structure and can be prefabricated in a factory. The reinforced concrete column structure is rectangular in section and is formed into a vertical support column in a building. Steel nodes provided at the ends of the reinforced concrete column structure are used to connect the rectangular column with other basic elements. For example, a steel node connects the column structure with another column structure in the vertical direction and connects the column structure with a beam structure in the horizontal direction. In particular, the steel-reinforced concrete structural rectangular column for the foundation top layer has its specific structure and requirements due to its installation position (on the foundation top layer). The foundation top layer steel-joint concrete structure rectangular column is connected to the foundation cap or the foundation slab at the lower end thereof through a foundation top layer steel joint, and optionally transversely connects the foundation beam steel framework, and concrete is poured so that the foundation top layer steel joint is embedded in the foundation cap or the foundation slab. The rectangular column of the top-based steel-concrete structure is positioned at the bottommost layer of the building, and the positioning precision of each component of the whole building structure is directly determined by the precision and the installation precision of the rectangular column, so that the stress at the position is larger, and the requirements on the strength and the precision of the rectangular column are generally higher.

Exemplary embodiments of the present invention are described below with reference to the accompanying drawings. It is to be understood that the drawings and the following description of the drawings are merely exemplary and are not restrictive in any way, and that the scope of the present invention is defined by the appended claims.

Fig. 1A shows a side view of a foundation top layer steel-reinforced concrete structural rectangular column 100 (hereinafter simply referred to as rectangular column 100) according to an embodiment of the present invention; 3 fig. 3 1 3B 3 shows 3a 3 view 3 of 3a 3 cross 3 section 3 taken 3 along 3 section 3 line 3a 3- 3a 3 of 3 the 3 foundation 3 top 3 layer 3 steel 3- 3 reinforced 3 concrete 3 structural 3 rectangular 3 column 3 100 3 in 3 fig. 3 1A 3. 3

referring to fig. 1A, the rectangular column 100 includes a reinforced concrete column 300, a steel column head 200 located at an upper end of the reinforced concrete column 300, and a basal-top steel column head 400 located at a lower end of the reinforced concrete column 300. The reinforced concrete column 300, the steel column head 200, and the steel column head 400 of the rectangular column 100 are all rectangular in cross section.

The internal structure of cylinder 300 is shown in the cross-sectional view of FIG. 1B. Specifically, in the illustrated embodiment, the column 300 includes angle irons 301 at four corners of the column 300, a plurality of longitudinal load-bearing rebars 302 arranged along a circumference of the column 300, and concrete 303 filling a majority of the structure of the column. The angle steel 301 disposed at the corners of the column 300 is connected (e.g., bolted, or welded) to the steel column head 200 and the steel column head 400 of the foundation layer, facilitating the pouring of concrete, and is particularly advantageous in maintaining the dimensional accuracy of the column 300 in the longitudinal direction (i.e., the vertical direction in the view of fig. 1A) during the pouring of concrete. The circumferentially arranged longitudinal force-bearing rebars 302 help to maintain the strength of the column structure. Only the right four longitudinal force-receiving rebars 302 are labeled in fig. 1B, but it should be understood that the longitudinal force-receiving rebars are arranged along the entire circumference of the column 300, and there are 12 longitudinal force-receiving rebars in the embodiment of fig. 1B for reinforcing the entire strength of the column 300. It should be understood by those skilled in the art that although 12 longitudinal force-receiving rebars arranged along the circumference of the column 300 are shown in the embodiment of fig. 1B, those skilled in the art may increase or decrease the number of longitudinal force-receiving rebars or add longitudinal force-receiving rebars to the central portion of the column 300 on the basis of the national standard. In a preferred embodiment, a plurality of longitudinally disposed longitudinally stressed steel bars 302 are secured by stirrups and lashed thereto to help maintain the position and shape of the longitudinally stressed steel bars during the casting of the concrete.

the steel-reinforced concrete structural rectangular column 100 is prefabricated in a factory. Specifically, the upper steel stud 200, the top-base steel stud 400, the steel diaphragms (not shown), the angle steel 301, the longitudinal load-bearing steel bars 302, and the stirrups are first connected (e.g., by bolting) at the factory into a structurally stable rectangular column steel skeleton 100' (excluding concrete). Fig. 2 shows a side view of a rectangular column steel skeleton 100' (i.e., a state where the steel-concrete structure rectangular column 100 is not concreted). As can be seen more particularly in fig. 2, the longitudinal load-bearing rebar 302 extends in the longitudinal direction along the entire length of the reinforced concrete structure rectangle 100. Subsequently, on the work bench, the rectangular column steel skeleton 100' is supported by using a standard steel formwork, and concrete is poured to form the steel-reinforced concrete structure rectangular column 100 as shown in fig. 1A.

fig. 3A shows a side view of a rectangular steel pipe 201 (in a state where concrete is not poured) of the steel stud 200. Fig. 3B shows a top view of the rectangular steel pipe 201 of fig. 3A, showing a view of the upper surface of the upper plate 202 (i.e., the first end spacer). Fig. 3C shows a view from above looking down, taken along section line B-B, showing a view of the upper surface of the lower plate 204 (i.e., the first midplate). In the rectangular column skeleton 100' shown in fig. 2, a longitudinal force-receiving rebar 302 is connected (e.g., bolted) to an upper plate 202 of a rectangular steel pipe 201 through a hole 205 in a lower plate 204 of the rectangular steel pipe 201, through a hole 203 in the upper plate 202. The upper and lower plates 202, 204 and the holes therein effectively fix the position of the longitudinal load bar 302. The structure of the upper plate 202 and the lower plate 204 of the rectangular steel pipe 201 can realize better fixation of the position of the longitudinal stress steel bar 302, and particularly avoid deformation at the steel column head, so as to facilitate connection with a matched steel node. In a preferred embodiment, the lower plate 204 is provided as a letter-shaped plate and has a hollow portion. The rectangular steel pipe 201 is fixed (e.g., bolted) to the angle iron 301 through a hole provided in the side wall, and is thus connected to a portion of the rectangular column skeleton 100' corresponding to the column 300 (fig. 1A).

Fig. 4A shows a side view of a rectangular steel pipe 401 (in a state where concrete is not poured) of the steel stud 400 of the base-top layer. Fig. 4B shows a view from below looking up, taken along section line C-C, showing a view of the lower surface of its upper plate 404 (i.e., the second septum plate). Fig. 4C shows a view from below looking up, taken along section line D-D, showing a view of the lower surface of its lower plate 402 (i.e., the second end baffle). In the rectangular column skeleton 100' shown in fig. 2, the longitudinal force-receiving rebar 302 is connected (e.g., bolted) to the lower plate 402 of the rectangular steel pipe 401 through a hole 405 in the upper plate 404 of the rectangular steel pipe 401, through a hole 403 in the lower plate 402. The lower plate 402 and the upper plate 404 and the holes thereon can effectively fix the position of the longitudinal force-bearing rebar 302. The lower plate 402 and the upper plate 404 of the rectangular steel pipe 401 and the holes thereon can achieve better fixation of the position of the longitudinal force-bearing steel bars 302, and particularly avoid deformation at the steel column head of the foundation top layer, so as to facilitate connection with the matched steel node, and particularly facilitate strength maintenance and deformation avoidance during pouring concrete on the steel column head of the foundation top layer and the steel column head of the foundation top layer to be embedded into the foundation cap. In a preferred embodiment, the upper plate 404 is provided as a letter-shaped plate and has a hollow portion. The rectangular steel pipe 401 is fixed (e.g., bolted) to the angle iron 301 through a hole provided in the side wall, and is thus connected to a portion of the rectangular column skeleton 100' corresponding to the column 300 (fig. 1A).

The capital-top steel stud 400 (or rectangular steel tube 401) has substantially the same structure as the steel stud 200 (or rectangular steel tube 201), except that since the capital-top steel stud 400 corresponds to the capital layer and is used to connect to foundation beams through the capital-top steel joints and cast concrete to embed foundation caps and foundation bedplates, which are at the bottommost layer of the building, and the accuracy and installation accuracy of itself directly determine the positioning accuracy of the various elements of the overall building structure, the forces at the capital-top steel stud 400 are greater, the strength requirements at the capital-top steel stud 400 are higher, and the accuracy requirements for it are higher, so that the longitudinal length of the capital-top steel stud 400 is chosen to be greater than the longitudinal length of the steel stud 200, as shown in the figures.

Fig. 5A shows an assembled structure of the foundation top layer steel node 500 and the foundation top layer steel-node-concrete structural rectangular column 100 connected together, in which the outer surface of the rectangular steel pipe 401 of the foundation top layer steel stud 400 is shown by a dotted line. Fig. 5B shows the skeleton structure of the assembly structure in fig. 5A to more clearly show the fitting relationship of the base top layer steel nodes 500 and the base top layer steel-node concrete structural rectangular column 100.

Referring specifically to fig. 5A, the capital-top steel stud 400 of the rectangular post 100 is inserted into the capital-top steel node 500. The size of the outer surface of the steel node 500 of the foundation top layer is substantially the same as that of the outer surface of the reinforced concrete column 300, so that a substantially flat outer surface is formed after the assembly of the steel node 500 of the foundation top layer with the rectangular column 100 is completed, thereby reducing the subsequent adjustment operation. The gap between the outer surface of the capital-level steel stud 400 and the inner surface of the capital-level steel stud 500 is filled with a high-strength caulking material. The high-strength caulking material preferably uses epoxy resin, and more particularly uses a material suitable for connecting steel materials. The high-strength gap filling material can effectively ensure the fixed connection between the rectangular steel pipe 401 of the steel column head 400 on the top base layer and the steel node 500 on the top base layer, and simultaneously fills the gap between the outer surface of the steel column head on the top base layer and the inner surface of the steel node 500 on the top base layer, thereby compensating the machining error possibly generated in the machining process, reducing the machining precision requirement of components and being beneficial to the installation of the components.

fig. 6A shows a front view of the base-top layer steel node 500 of fig. 5A, and fig. 6B shows a top view of the base-top layer steel node 500. Fig. 6A-6B more clearly illustrate the structure of the base-top layer steel node 500. Specifically, the base-top layer steel node 500 includes a hollow rectangular frame 501, and a bottom plate 502. When the rectangular column 100 is mounted to the capital level steel node 500, the capital level steel column head 400 is received in the hollow of the rectangular frame 501 and is fixedly connected thereto by a high strength caulking material, as described above. A plurality of fastening holes 503 are provided in the bottom plate 502 for attaching the foundation top layer steel node 500 to a foundation cap or foundation bottom plate, e.g. via bolting and/or spot welding, etc. In the illustrated embodiment, a plurality of fixing holes 503 are arranged on the bottom plate 502 at positions corresponding to the inside of the frame 501 and the outer periphery of the frame 501, and are arranged in a symmetrical structure as a whole, so that when the foundation top layer steel node 500 is fixed to a foundation cap or a foundation bottom plate, the whole bottom plate is uniformly stressed, and can endure a large external force. In alternative embodiments, the securing holes 503 are not limited to the arrangement shown in fig. 6A-6B, but may be arranged in any pattern as long as national standards and strength requirements are met.

In the embodiment shown in fig. 6A-6B, the foundation top layer steel nodes 500 are used only to connect the foundation top layer steel-node concrete structural rectangular column 100 to a foundation cap or foundation slab, and are not used to connect transverse beam structures, such as foundation beams. In an alternative embodiment, the foundation top layer steel node further comprises a brace for connecting the transverse beam structure, such as shown in the embodiment of fig. 7A-7B.

Fig. 7A shows a front view of a base top layer steel node 1500 according to another embodiment, and fig. 7B shows a top view of the base top layer steel node 1500 in fig. 7A. Specifically, the base top layer steel node 1500 includes a hollow rectangular frame 1501, a bottom plate 1502, and standoffs 1510, 1520 extending from the rectangular frame 1502. The rectangular frame 1501 and the bottom plate 1502 have structures similar to those of the rectangular frame 501 and the bottom plate 502 of the base-top layer steel node 500 shown in fig. 7A-7B. The brackets 1510, 1520 are preferably made of steel material and are used to connect a transverse beam structure, such as a foundation beam.

The standoffs 1510, 1520 extend from mutually perpendicular surfaces of the frame 1501, extend in mutually perpendicular directions, and are preferably connected to the outer surface of the frame 1501 by welding. The brackets 1510, 1520 are used to connect lateral horizontal structures, such as foundation beam structures, and are particularly adapted to receive the steel column heads of beam structures having a steel-to-concrete structure. In the illustrated embodiment, the supports 1510, 1520 have similar structures, and thus, the features described for one support 1510/1520 can be similarly applied to the support 1520/1510.

In the embodiment shown in fig. 7A-7B, the supports 1510, 1520 are formed in the form of female supports into which the steel columns heads of the mating beam structure are inserted (from above) and connected to the female supports 1510, 1520, preferably by high-strength bolts, for example via holes 1511 (not shown) and 1521 (fig. 7A). Similarly, in the preferred embodiment, the gap between the female brace and the steel column head of the beam structure is filled with a high strength caulking material. In a more preferred embodiment, after the steel column heads of the beam structure are fitted to the bearers, the tops of the steel column heads are further fixedly connected to the surface of the frame 1501 by a welded connection. It will be appreciated by those skilled in the art that while the embodiment of fig. 7A-7B shows the standoffs extending from two mutually perpendicular outer surfaces of the frame 1501, a different number of standoffs, and/or different positions of extension, may be used depending on the application. Further, in other embodiments, the steel node may include one or more male standoffs extending from its frame such that the steel columns of the mating beam structure are sleeved thereon; and/or the steel node may also include both male and female standoffs extending from different surfaces thereof.

Taking the embodiments of the base top layer rectangular column 100 and the base top layer steel node 500 shown in fig. 1-6B as examples, the production and installation of the base top layer steel node concrete structure rectangular column according to the present invention are performed according to the following steps: (1) in a factory, machining a steel node at the top of the foundation, and machining a steel column head, a steel column head at the top of the foundation, a steel diaphragm plate and angle steel, wherein the machined components have higher machining precision; (2) in a factory, connecting (for example, connecting through bolts) a steel column head, a base top layer steel column head, a steel diaphragm plate, angle steel, main steel bars and stirrups into a rectangular column steel framework 100' with a stable structure; (3) in a factory, on a special workbench, a standard steel template is preferably adopted to support the rectangular column steel framework 100', concrete is poured, and a base top layer steel-concrete structure rectangular column 100 is formed; (4) at the construction site (i.e., worksite), installing the foundation top layer steel nodes, connecting them (e.g., by bolting and/or spot welding, etc.) to the steel skeleton of the foundation cap or the steel skeleton of the foundation bedplate; (5) in a construction site, concrete is poured in situ, so that the steel nodes on the top layer of the foundation are embedded into the foundation bearing platform or the foundation bottom plate; (6) vertically installing a rectangular column of a top-layer steel-joint concrete structure of the foundation; (5) and filling special high-strength gap filling materials in gaps between the steel nodes and the steel column heads on the base top layer on a construction site.

in the embodiment where the foundation top layer steel node is also used for connecting the vertical rectangular column and the transverse beam structure (e.g. foundation beam), i.e. in the embodiment using the foundation top layer steel node 1500 in fig. 7A-7B, the production and installation of the foundation top layer steel node concrete structure rectangular column according to the present invention is performed according to the following steps: (1) machining the base top layer steel node, and machining a steel column head, the base top layer steel column head, a steel diaphragm plate and angle steel in a factory, wherein the machined components have high machining precision, and a corresponding support is fixed (for example, welded) to the base top layer steel node; (2) in a factory, connecting (for example, connecting through bolts) a steel column head, a base top layer steel column head, a steel diaphragm plate, angle steel, main steel bars and stirrups into a rectangular column steel framework 100' with a stable structure; (3) in a factory, on a special workbench, a standard steel template is preferably adopted to support the rectangular column steel framework 100', concrete is poured, and a base top layer steel-concrete structure rectangular column 100 is formed; (4) at a construction site (i.e., a construction site), installing the foundation top layer steel nodes, connecting the steel column heads of the foundation beam steel frameworks to corresponding supports on the foundation top layer steel nodes in a horizontal direction (e.g., through bolting), and connecting the foundation top layer steel nodes to the steel frameworks of the foundation bearing platforms or the steel frameworks of the foundation bottom plates (e.g., through bolting, local welding, etc.); (5) in a construction site, concrete is poured in situ, so that the steel nodes on the foundation top layer are embedded into the foundation bearing platform or the foundation bottom plate, and the foundation beam is formed into a hidden beam and is embedded into the foundation bearing platform and the foundation bottom plate; (6) vertically installing a rectangular column of a top-layer steel-joint concrete structure of the foundation; (7) and filling special high-strength gap filling materials in gaps between the steel nodes and the steel column heads on the base top layer on a construction site.

In a preferred embodiment, steel members in the rectangular column of the base top layer steel-reinforced concrete structure, such as base top layer steel nodes, base top layer steel column heads, steel diaphragms, angle steels and the like, are preferably machined by adopting standard section steels and special section steels, so that the quality of the members can be improved, and the engineering cost can be reduced.

The utility model provides a basic component for assembly type structure, basic top layer steel festival concrete structure rectangle post promptly, it is particularly suitable for assembly type structure's mounting means to following technical advantage has been brought:

(1) Because a plurality of parts forming the rectangular column steel framework and steel nodes for connection are all manufactured in a machining mode, the pouring process of concrete is carried out in a factory, so that the installation precision of the reinforcing steel bars and the geometric dimension precision of the members are close to the machining precision standard and far higher than the current standard, and the positioning precision of the members is higher than the current standard (far higher than the positioning precision of paying-off of other current construction), so that higher assembly precision can be ensured, high-strength bolts can be simply adopted to connect the corresponding members during installation in a construction site, manual adjustment is not needed, the assembly difficulty is reduced, the labor consumption is reduced, and the construction efficiency is improved;

(2) The pouring process of the concrete is performed in advance in a factory instead of a construction site, so that the requirement of site construction for pumping the concrete on workability is not considered; and the maintenance condition of the factory is good, and the reliable and stable concrete quality can be ensured. The quality of concrete used in construction engineering is improved, and the overall design and construction level of the construction industry can be improved;

(3) Because the pouring process of the concrete is carried out in a factory, the member can be maintained in the factory (for example, the maintenance lasts for 28 days), and the process of concrete shrinkage is carried out in the factory, so that shrinkage cracks generated on the member and the assembled integral structure are avoided, the anti-permeability capability of the building can be improved, and the safety of the building can be improved;

(4) because the rectangular column member and the corresponding steel node are prefabricated in a factory (particularly, the pouring process of concrete is carried out in the factory), and only simple assembly work is carried out on a construction site, a plurality of complicated procedures such as erecting templates, erecting scaffolds, building walls, plastering, binding reinforcing steel bars and the like on the construction site are avoided, the construction time of the construction site can be greatly shortened, and engineering pollution such as dust pollution, noise pollution and the like is reduced;

(5) in addition, the rectangular column member and the corresponding steel node are optionally prefabricated in an indoor factory instead of an outdoor construction site, so that the problem that construction cannot be carried out outdoors in winter in some areas can be solved, the construction progress can be effectively accelerated and the construction quality can be improved by means of producing basic members in winter engineering and installing the basic members on the construction site in warm seasons, and the construction and management cost can be reduced;

(6) Because the higher precision can be realized in the processing of factory basic component and the assembly process at the job site, and need not too much manual adjustment to can improve degree of automation, reduce the manpower demand, avoid causing harm (for example because raise dust) to staff's health, and reduce cost simultaneously.

The above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention cannot be limited thereby, and any insubstantial changes and substitutions made by those skilled in the art based on the present invention are all within the protection scope of the present invention.

Claims (5)

1. a rectangular column (100) for a basement floor of a fabricated building, characterized in that the rectangular column (100) comprises:

A reinforced concrete column (300) comprising one or more longitudinal force-bearing rebars (302) arranged along the circumference of the reinforced concrete column (300) and concrete (303) filling the reinforced concrete column (300), and

A steel column head (200) disposed at an upper end of the reinforced concrete column (300), the steel column head (200) including a rectangular steel pipe A (201) circumferentially disposed along an outer circumference of the steel column head (200),

a steel column head (400) on the top base layer, the steel column head on the top base layer being arranged at the lower end of the reinforced concrete column (300), the steel column head on the top base layer comprising a rectangular steel tube B (401) on the top base layer circumferentially arranged along the periphery of the steel column head (400) on the top base layer, the length of the steel column head (400) on the top base layer in the longitudinal direction being greater than the length of the steel column head (200),

Wherein the longitudinal force-bearing steel bar (302) is connected to the rectangular steel tube A (201) of the steel column head (200) and to the rectangular steel tube B (401) of the top-based steel column head (400).

2. The rectangular post (100) of claim 1,

The reinforced concrete column (300) further comprises one or more angle irons (301) arranged at one or more corners of the reinforced concrete column, and the angle irons (301) extend to the rectangular tube A (201) of the steel column head (200) and the rectangular tube B (401) of the foundation-top steel column head (400).

3. the rectangular post (100) of claim 2,

The angle steel (301) extends along the entire longitudinal length of the reinforced concrete column (300), and the one or more longitudinal force-bearing rebars (302) extend along the entire longitudinal length of the rectangular column (100).

4. the rectangular post (100) of claim 1,

the rectangular steel tube A (201) of the steel stud (200) comprising a rectangular frame and a first end bulkhead and a first middle bulkhead provided therein, the one or more longitudinal load-bearing steel bars (302) passing through holes B (205) in the lower plate (204) of the steel stud (200) and through holes A (203) in the upper plate (202) of the steel stud (200) being connected to the upper plate (202) of the steel stud (200) via bolting,

The rectangular steel tube B (401) of the top-based layer steel column head (400) comprises a rectangular frame and a second septum (404) and a second end septum (402) disposed therein, and the one or more longitudinal force-bearing steel bars (302) are connected to the second end septum (402) of the top-based layer steel column head (200) via bolted connections through holes D (405) in the second septum (404) of the top-based layer steel column head (400) and through holes C (403) in the second end septum (402) of the top-based layer steel column head (400).

5. an assembled building comprising a rectangular column (100) according to any one of claims 1-4, and a base-top layer steel node (500, 1500), wherein a base-top layer steel column cap (400) of the rectangular column (100) is received in a hollow portion of the base-top layer steel node, and wherein a gap between an outer surface of the rectangular column and an inner surface of a frame of the base-top layer steel node is filled with a high-strength caulking material to fix the base-top layer steel node to the rectangular column (100).