WO2018028652A1 - Brique-béton murale intégrée, procédé de connexion d'élément préfabriqué de génie civil, procédé de construction de bâtiment intégré - Google Patents

Brique-béton murale intégrée, procédé de connexion d'élément préfabriqué de génie civil, procédé de construction de bâtiment intégré Download PDF

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Publication number
WO2018028652A1
WO2018028652A1 PCT/CN2017/096962 CN2017096962W WO2018028652A1 WO 2018028652 A1 WO2018028652 A1 WO 2018028652A1 CN 2017096962 W CN2017096962 W CN 2017096962W WO 2018028652 A1 WO2018028652 A1 WO 2018028652A1
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Prior art keywords
wall
connection
brick
holes
engineering
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PCT/CN2017/096962
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English (en)
Chinese (zh)
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陈迎春
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陈迎春
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Publication of WO2018028652A1 publication Critical patent/WO2018028652A1/fr

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements

Definitions

  • the invention relates to the technical field of engineering construction, in particular to the field of integrated building components and construction technology, in particular to a brick-concrete integrated wall body and a connecting member thereof, a method for connecting the same, and a method for forming an integrated building therefrom.
  • Traditional reinforced concrete buildings are filled with concrete at the construction site. Due to the need to maintain the concrete, the construction period is longer. After the prefabricated steel structure is used in the integrated building, it is lifted and installed at the construction site, which can effectively shorten the construction period. However, due to the high requirements of the connection process of the steel structural members, the construction requirements are increased, the difficulty is increased, and the steel structure has the disadvantage of poor fireproof performance. Traditional brick-and-concrete buildings are generally accepted. If the factory can prefabricate all the important components, and the construction site can quickly connect these components, the construction process has a very broad market. In addition, the current simplification of integrated building products is serious, which restricts the development of the industry, and proposes an integrated building model that can achieve free splicing, which is in line with market demand.
  • the object of the invention is to provide a brick-concrete integrated wall which can be quickly installed in a factory production and construction site, and proposes a method for connecting engineering prefabricated parts, which can replace existing welding, riveting or screw connection in certain occasions.
  • the process can be used to integrate building construction technology or other engineering construction fields, and the method is flexible, free and changeable.
  • the core idea of the technical solution of the present invention is to insert two engineering prefabricated parts by inserting two metal parts (usually steel bars) of the engineering prefabricated parts into the connecting holes, and then pouring the adhesive (in particular, concrete).
  • Specific technical content and benefits include:
  • Binder to achieve the connection of wall bricks, while maintaining the advantages of brick wall performance, while reducing the cumbersomeness of wall-building action, the factory can be automated by arranging and placing the whole row of bricks; Comparing the wall formed by the prior art document "Construction technology of a concrete hollow block reinforced wall” (CN2013103402115), the method of forming a wall body, the central hole of the upper and lower bricks and the side half hole alternately appear, Neat, beautiful, strong, and easy to flow concrete along the hole (there are gaps in the side half holes), its strict and neat arrangement ensures that it can be factory automated production;
  • the connecting hole of the wall brick is put into the steel bar, and then the binder (concrete) is poured into the connecting hole, and the concrete and the steel bar are combined to form a row of scattered Small pillars to enhance the load-bearing performance of the wall; and a beam-type main structure that carries the wall bricks, the wall After the body brick is connected to the upper part of the beam body, a detachable brick-concrete integrated wall body is formed; compared with the wall formed by the prior art document "Construction technology of a concrete hollow block reinforced wall" (CN2013103402115), this article The wall described can be hoisted as a whole due to the addition of the bottom foundation;
  • Different types of building units can be assembled through standardized walls, so that the integrated building has a user-selectable or even self-designed floor plan, and a business model can be developed.
  • the customer can splicing out different room types according to the existing wall model. It can meet the requirements of customers' self-designed buildings.
  • Figure 1 is a schematic view of the wall brick and oblique axis; 1-a) round hole wall brick, 1-b) square hole wall brick, 1-c) corner brick, 1-1) center hole, 1-2) Side half hole.
  • Figure 2 bottom and front view of the base; 2-a) concrete bottom foundation, 2-b) steel structure bottom foundation, 2-1) beam body, 2-2) bottom mounting groove (hole), 2-3) upper Connect the bars, 2-4) connect the bars at the bottom.
  • Figure 3 is an isometric view of the brick-concrete integrated wall; 3-a) Class A wall, 3-b) Class B wall, 3-1) Vertically connected steel bars, 3-2) Planar connection steel bars;
  • Fig. 4 Schematic diagram of the connection method of brick-mixed integrated wall; 1) watering concrete, 4-a) part A wall part, 4-b) type B wall part, 4-1) concrete pouring hole, 4-2) misaligned Brick seams.
  • FIG. 5 Schematic diagram of the door and window conversion connection member; 5-a) narrow door beam, 5-b) door beam with door sill, 5-c) narrow window beam, 5-d) window beam with window sill, 5-1 )
  • the conversion beam, 5-2) the upper part is connected to the reinforcing bar, 5-3) the connecting hole.
  • Figure 6 is a schematic view showing the structure and steps of the door opening wall
  • Figure 7 shows the window of the window.
  • Figure 8 is a schematic view of the oblique connection of the vertical connecting pipe; 8-1) connecting the steel pipe, 8-2) connecting the steel bars.
  • Figure 9 isometric and top view of the plane connecting pipe; 9-a) one-piece connecting pipe, 9-b)-shaped connecting pipe, 9-c) L-shaped connecting pipe, 9-d) T-shaped connecting pipe, 9 -1) Connect the steel bars, 9-2) Connect the steel pipes, 9-3) Vent holes.
  • Figure 10 is a schematic view of the oblique connection of the plane connecting plate; 10-a)-shaped connecting plate, 10-b) - shaped connecting plate, 10-c) L-shaped connecting plate, 10-d) T-shaped connecting plate, 10-1 ) Connecting holes, 10-2) Connecting steel plates.
  • Figure 11 is an isometric and front view of the vertical connection of the wall.
  • Figure 12 is a schematic view of a wall-type one-plane connection isometric and top view
  • Figure 13 is a schematic view of the wall plane L-shaped plane connection isometric and top view
  • Figure 14 is a schematic view of the wall T1 type plane connection isometric and top view
  • Figure 15 is a schematic view of the wall T2 type plane connection isometric and top view
  • Figure 16 is a schematic view of the wall X-plane connection isometric and top view.
  • Figure 17 Schematic diagram of the connection method of engineering preforms; 17-a) steps i and ii, 17-b) steps iii and iv, 17-c) steps v and vi, 17-1) engineering preforms to be connected, 17-2 ) the joint, 1) watering the concrete.
  • Figure 18 is an isometric view of the integrated building embodiment 1;
  • Figure 19 is a top plan view of the integrated building embodiment 1.
  • Figure 20 is an isometric view of the integrated building embodiment 2;
  • Figure 21 is a top plan view of the integrated building embodiment 2.
  • Figure 22 is a schematic view showing the construction steps of the integrated building embodiment 2; 22-a) steps i and ii, 22-b) steps iii and iv, 22-c) 22-b, a partial enlarged view of the A portion, 22-d) step v , 22-e) Step vi, 22-1) Connect the steel bars, 1) Water the concrete.
  • Figure 23 is a schematic view of the internal connection frame of the integrated building embodiment 2.
  • the above figure number also refers to the object itself represented in the figure.
  • the connecting members described in this specification include 1, 2, 5, 8, 10 and 1, 2, 5, 8, and 9 in the specification.
  • the components of the brick-concrete integrated wall include the components derived from 3, 6, and 7 in Figures 3, 6, and 7 of the specification, Figures 4, 11, 12, 13, and 14. 15, 16, 17, 22 are schematic diagrams of the method class.
  • Figure 1 shows several wall bricks according to the present invention, including a circular hole wall brick 1-a, a square hole wall brick 1-b, a corner brick 1-c, and its structural feature is included on the brick body.
  • the central hole 1-1 and the side half hole 1-2, the size, material and other structural features of the wall brick do not affect the implementation of the present invention, that is, the brick body may be a clay brick or a cement brick, etc., the brick structure may be Only the holes as shown, but also porous hollow bricks, may be practiced as long as the structural features shown in the figures are retained.
  • Figure 2 shows two bottom foundations designed for the present invention, including a concrete bottom foundation 2-a and a steel structure bottom foundation 2-b.
  • the structural feature is to design a bottom mounting groove (hole) on the beam body 2-1. 2-2, the steel bar is connected to the beam body 2-1 through the bottom mounting groove (hole) 2-2, and the upper and lower portions respectively protrude to form an upper connecting bar 2-3 and a bottom connecting bar 2-4, at 2-a
  • the middle steel bar is fixed by concrete
  • the steel bar in 2-b is fixed by welding
  • the bottom mounting groove (hole) 2-2 in 2-a also functions as a vertical connection, which will be seen later, and the steel bar is installed in the figure.
  • the main body of the beam body is on the center axis, but it can be actually biased to one side, and more than one row of steel bars can be installed.
  • the round hole wall brick 1-a is placed into the upper connecting steel bar of the concrete bottom base 2-a. 2-3, the concrete hole 4-1 is formed between the brick body of the same row by the center hole 1-1 and the side hole 1-2, and the positions of the upper and lower rows of bricks staggered by half bricks are staggered.
  • Brick joint 4-2 in order to strengthen the shear performance of the wall, water concrete 1 into the concrete pouring hole 4-1, can form a type A wall;
  • the step of pouring the concrete 1 can be carried out in sections when the wall is formed, that is, the wall bricks can be firstly arranged to a certain height to pour the concrete 1 , and then the wall bricks are arranged upwards, and the concrete 1 is poured, repeated several times to control the concrete.
  • the door and window conversion connecting member is designed, and the structural feature is that the conversion beam 5-1 is added to the upper part and the connecting steel bar 5-2 is connected.
  • 5-3 consists of three parts, which can be divided into narrow door beam 5-a and narrow window beam 5-c of width 5-1 and wall brick 1, and door beam with sill 5-b and window sill 5-d with window sill;
  • the door and window conversion connecting member may be a concrete or steel structure, and the form thereof is substantially the same as the bottom foundation 2 The same, the difference is the connecting hole 5-3, the connecting hole 5-3 may be directly punched in the steel conversion beam 5-1, or may be embedded in the concrete conversion beam 5-1 steel pipe, with holes Leave a hole in the middle of the steel plate or directly in the steel mesh embedded in it.
  • Figure 6 and Figure 7 show the door opening wall and the window opening wall.
  • the steps are as follows: i) cutting off a part of the steel bar on the bottom foundation, ii) connecting the wall brick to the appropriate height, and iii) connecting the door and window to the connection. Component, iv) connecting the upper wall brick;
  • the concrete bottom base 2-a is cut off the middle part of the steel bar (or not originally placed), and then the wall brick 1-a is connected to the part with the steel bar, after connecting to the height of the door, Place the door beam 5-b with the sill, put the connecting hole 5-3 into the steel bar, connect the door beam to the wall body, and then continue to connect the wall brick 1-a in the upper part to fix the door beam;
  • the windowing wall shown in Fig. 7 is similar in method, except that the corresponding components are changed;
  • the wall brick 1 is directly connected to the maximum height as shown in Fig. 3, and a wall having a large opening is formed, which can be used to form a building frame structure, at this time, the wall brick 1
  • the center hole 1-1 and the side holes 1-2 may be larger to form a thicker column.
  • Figure 8, Figure 9, and Figure 10 show several connecting members that need to be used to form a building using brick-concrete integrated walls, including: vertical connecting pipes consisting of connecting steel pipes 8-1 and connecting steel bars 8-2 8; a planar connecting pipe 9 for planar connection, comprising a - shaped connecting pipe 9-a, a shaped connecting pipe 9-b, an L-shaped connecting pipe 9-c, a T-shaped connecting pipe 9-d, a flat connecting pipe Connecting the reinforcing bar 9-1, connecting the steel pipe 9-2, and forming the venting hole 9-3; the flat connecting plate 10 which can be used instead of the flat connecting pipe, including the -shaped connecting plate 10-a, the connecting connecting plate 10-b, L
  • the connecting plate 10-c, the T-shaped connecting plate 10-d, the structural feature of the planar connecting plate is that the connecting hole 10-1 is located on the connecting steel plate 10-2, and the flat connecting plate is used in conjunction with the corner brick 1-c.
  • Figure 11 shows the vertical connection of the wall, the vertical connection of the steel bars 3-1 left in the upper part of the wall 3-b (as shown in Figure 3), on which the vertical connection pipe 8 is inserted,
  • the vertical connecting pipe 8 is filled with concrete, and then the bottom connecting bar 2-4 of the other wall 3-b is inserted into the vertical connecting pipe 8, and the two walls complete the vertical connection.
  • Figure 12 shows a flat-shaped flat connection of the wall.
  • the two walls 3-b are arranged side by side (1), use a connecting pipe 9-a to insert the flat connecting bar 3-2 (as shown in Figure 3). ), then the concrete 1 is poured into the connecting steel pipe 9-2 to complete the connection.
  • the connecting plate 10 shown in Fig. 10 is used instead of the flat connecting pipe 9, the selection rules are the same.
  • the connecting bricks 10 are connected at a certain distance by using the corner bricks 1-c, and then the concrete is connected to the corner bricks 1-c and Connecting plate 10.
  • Figure 17 shows the superordinate concept of the connection method summarized by Figures 11 to 16, which is characterized.
  • the method comprises the following steps: i) using the engineering preforms 17-1, ii) having the connecting portion 17-2 (including the upper and lower portions), ii) arranging the engineering preforms 17-1 according to certain requirements, iii) using
  • the flat connecting pipe (9-a in the figure) connects the engineering preform 17-1, and the binder 1 is poured in the connecting pipe, iv) the vertical connecting pipe (9-a in the figure can be At the same time, it acts as a vertical connection), pouring the adhesive 1 into the connecting pipe of the lower part of the engineering preform 17-1, v) continuing to perform step iii), vi) continuing to perform Iv) Steps.
  • FIG. 19 is the main structure of a single-storey building, the main components of which are the aforementioned components.
  • the types and quantities of corresponding components can be counted from FIG. 19 as follows:
  • Component number Component name Number of components 1 3-a Class A wall 4 2 6 Opening wall 3 3 7 Window wall 3 4 9-a One-shaped connecting tube 5 5 9-b Long one-shaped connecting tube 1 6 9-c L-shaped connecting tube 1 7 9-d T-shaped connecting tube 1
  • the main components are the above-mentioned components.
  • the types and quantities of corresponding components can be counted from two figures:
  • Component number Component name Number of components 1 3-a Class A wall 10 2 6 Opening wall 1 3 7 Window wall 1 4 9-a One-shaped connecting tube 12 5 8 Vertical connecting pipe 12
  • Figure 22 shows the construction process of the building shown in Figure 20.
  • All the components in Table 2 are produced in the factory according to the corresponding standards and quantities.
  • the connection steps are as follows: i) The original foundation is connected to the main body.
  • the first wall 6 is connected to the beginning of 22-1; ii) the first wall is connected on the basis of the i-th step; iii) the horizontally-connected steel bar and the longitudinally-connected steel bar of the first wall are nested Corresponding connecting pipes 8 and 9; iv) welded between connecting pipes 8 and 9 by connecting steel bars 22-1, and pouring concrete 1 in connecting steel pipes; v) connecting second wall; vi) connecting second layer connection tube.
  • Figure 23 shows the internal frame of the building connected by the method of Figure 22, the inner frame of which is connected to the whole by either the bottom foundation or by welding, etc., and the steel bars in the steel pipe are fixed by concrete.
  • the structure is formed so that the formed building does not shift and the performance is excellent.
  • the wall brick can be a hollow brick
  • the concrete beam body of the bottom foundation should have a bundle of steel cages
  • the brick-concrete integrated wall can be arranged with two rows or more.
  • the floor should be installed according to the floor, and some construction processes need temporary support. The supplement to these technologies is not creative and is included in the scope of the invention.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention concerne une brique murale, un procédé de raccordement de briques murales, une brique-béton murale intégrée reliée à l'aide dudit procédé de connexion, et un procédé de connexion d'élément préfabriqué d'ingénierie civile; la brique murale comprend un trou central (1-1) au centre de celui-ci et des demi-trous latéraux (1-2) sur deux côtés, les demi-trous latéraux sur les deux côtés formant une relation mutuellement correspondante; après que deux briques sont disposées adjacentes l'une à l'autre, les demi-trous latéraux (1-2) sur les deux briques forment un trou complet. Pendant la connexion, une barre d'acier (3-1) est insérée dans le trou central (1-1) et le trou formé par les demi-trous latéraux (1-2) des briques murales, puis du béton est versé dans les trous. Le mur comprend en outre une fondation inférieure (2-a, 2-b), la barre d'acier est fixée sur la fondation inférieure (2-a, 2-b) et fait saillie vers le haut d'une certaine hauteur. Le procédé de liaison comprend : la fourniture d'au moins deux éléments préfabriqués de génie civil, dans lesquels au moins un élément préfabriqué d'ingénierie civile possède des barres d'acier réservées pour la connexion; le procédé comprend en outre: des trous de raccordement, lesdits trous de raccordement étant emmanchés sur les barres d'acier d'un élément préfabriqué de génie civil correspondant, puis le raccordement par coulage de béton. La brique-béton murale intégrée et le procédé de connexion d'élément préfabriqué de génie civil peuvent remplacer des processus de connexion existants tels que le soudage, le rivetage ou le vissage dans certaines circonstances, et peut être utilisé dans le domaine technique de la construction de bâtiments intégrés ou d'autres domaines de construction de génie civil, résolvant les problèmes d'installation et de raccordement de murs sur un chantier. De plus, en normalisant la taille, la spécification et les paramètres de mur, l'unification de données de composants de construction et l'établissement de bases de données pour la gestion, types et quantités de composants de construction standard qui sont nécessaires peuvent être calculés selon des plans de construction de base, et des ordres peuvent être placés avec des usines pour la fabrication, ce qui permet d'obtenir une gestion de processus de construction scientifique et efficace. Par conséquent, un modèle commercial dans lequel un client peut concevoir indépendamment des bâtiments peut être développé.
PCT/CN2017/096962 2016-08-12 2017-08-11 Brique-béton murale intégrée, procédé de connexion d'élément préfabriqué de génie civil, procédé de construction de bâtiment intégré WO2018028652A1 (fr)

Applications Claiming Priority (2)

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CN201610660513.4 2016-08-12
CN201610660513.4A CN106193369B (zh) 2016-08-12 2016-08-12 砖混集成墙体、工程预制件连接方法、集成建筑施工方法

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CN108682279A (zh) * 2018-05-29 2018-10-19 山东省地震局 一种传统砖混房屋抗震技术模型
CN112722198A (zh) * 2021-02-19 2021-04-30 中印恒盛(北京)贸易有限公司 一种新型船舶中空外置式船舱结构
CN113931344A (zh) * 2021-10-26 2022-01-14 李鹏 一种方砖及其砌筑方法
CN114645971A (zh) * 2022-05-10 2022-06-21 天元建设集团有限公司 一种用于顶管施工的快速拼装顶墙

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CN107268834B (zh) * 2017-08-09 2023-03-31 广西建工第一建筑工程集团有限公司 无构造柱组合镂空清水砖墙及其施工方法
CN113279516B (zh) * 2021-06-16 2022-08-19 无锡市市政设施建设工程有限公司 加固型地铁预应力梁体及其制造方法
CN113883902A (zh) * 2021-10-12 2022-01-04 攀钢集团工程技术有限公司 一种拐角炉墙耐火砖的砌筑方法

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