CN1752366A - Method for assembling building - Google Patents

Method for assembling building Download PDF

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Publication number
CN1752366A
CN1752366A CN 200410083021 CN200410083021A CN1752366A CN 1752366 A CN1752366 A CN 1752366A CN 200410083021 CN200410083021 CN 200410083021 CN 200410083021 A CN200410083021 A CN 200410083021A CN 1752366 A CN1752366 A CN 1752366A
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China
Prior art keywords
connector
section bar
wall
terminal pad
section
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Pending
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CN 200410083021
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Chinese (zh)
Inventor
沈宇轩
汤恒
万平华
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Individual
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Individual
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Priority to CN 200410083021 priority Critical patent/CN1752366A/en
Publication of CN1752366A publication Critical patent/CN1752366A/en
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Abstract

The present invention is characterized by using pre-fabricated H-type channel steel, member bar made up by using aluminium alloy section material with special section, specially-made connecting disk, connecting component, metal outer wall plate, reinforced concrete slab and conventional heat-insulating sound-insulating material, wood plate, gypsum board and screw bolt, etc. to assemble the column beam frame, roof truss, roffing, wall and floor of building, and adopting assembling method to implement building work.

Description

A kind of method with the mode construction of buildings of assembling
Affiliated technical field
The present invention relates to a kind of construction method of building: with the parts that process, assemble at the construction field (site), finish the construction of building.
Technical background
At present, modular building, what mainly adopt is the modular building of steel work.Its construction method is: with the body of wall of producing the steel column got well, girder steel, thin-walled colored steel, assemble building.This type of building, not only external form is dull relatively, and because the disconnection of building operations and decoration construction, making a large amount of interior trim engineerings still needs site operation.
Summary of the invention
The method of this construction of buildings that the present invention relates to is characterized in: directly assemble post, beam, body of wall with the parts that process, rather than assemble building with the post that has processed, beam, body of wall.As building the different various buildings of profile with brick, cement, this construction method can assemble out also that various personalizations are strong, external form requires colourful building.
These that the present invention relates to are used for the various parts of building assembling, its design and making, needs when not only having considered the agent structure with its assembling building, after the agent structure of also having considered building is finished, work such as the hydropower installation in later stage, internal and external ornament.For this reason, the making of various parts except the steel that adopt traditional steel construction to use, also adopts the further processing and fabricatings such as aluminium alloy extrusions of hot investment casting part and compound section to form.With the aluminium alloy extrusions of these H channel-section steels, special cross section, parts and some other versatile materials that hot investment casting part processing and fabricating forms, not only can be assembled into column-beam frame, roof truss, floor, body of wall, the roofing of building very easily, finish the main building of building, in fact, when finishing the main body of building, also finished the decorative engineering of building considerable part.
The agent structure column-beam frame of building is to be formed by connecting with high-strength bolt at the scene with special terminal pad, the H channel-section steel that processes.(see figure 1)
The roof truss of building is with rectangular cross section and the aluminium extruded sections of dovetail groove arranged, and assembles at the scene with special binding dish to be formed by connecting.The roof truss that connects, with special binding dish with the main body load-carrying members---column-beam frame is connected.(seeing Fig. 2, Fig. 3)
The body of wall of building is made up of wall framework, wall thermal insulating sound insulation materials, inside and outside wall board.Wall framework section is rectangle and the aluminium extruded sections that dovetail groove is arranged, and special connecting piece assembling is formed by connecting.Two kinds of the side fascia of side fascia useful metal plate processing and armored concrete slabs, and with special connecting piece, be fixed on the wall framework and (see Figure 14, Figure 15).Because this body of wall can be installed in the pipeline of power supply, water supply, heat supply in the wall framework before wallboard is installed.So during the indoor wall decoration construction, do not need to beat the groove buried pipeline on the wall earlier, this procedure that makes indoor wall decorate essential base treatment becomes simple.And for outdoor wall decoration, because when the armored concrete slab side fascia installed on the wall framework, its planeness had satisfied the requirement of the decoration construction of Wall brick or various stone materials to basic unit; And special Metal wall can be finished the processing of Metal wall surface color and polish according to the requirement of decorating before installation.So when body of wall assembling connection is finished, also finished simultaneously and carried out the essential base treatment work (when armored concrete slab is made side fascia) of wall decoration or all finished outdoor wall decoration (when Metal wall is made side fascia).
The floor of building is by floor frame, bottom plate, heat-insulating and noise-insulating material, and ceiling is formed.Wherein, the floor frame is that assembling is formed by connecting with the section bar of Z word section.And, be fixed on the floor beam with special connecting piece.The bottom plate of floor has armored concrete slab and two kinds of plates of plank.Be suitable for the floor face of paving brick respectively and lay the floor face of wood flooring.After the groups of floors load was good, the floor face of floor tile was laid in requirement for interior trim, and the bottom plate that the smooth armored concrete slab that installs constitutes has reached fully and laid the requirement of floor tile to bottom; Requiring to lay the floor face of wood flooring for interior trim, be that rough ground is installed owing to lay the preceding essential previous work of wood flooring, and the bottom plate of floor is the plank of monoblock, and it is better than lay Wooden Planks on rough ground directly to lay wood flooring on the bottom plate.In other words, along with the floor assembling finishes, also finished the work that belongs to the ground decoration engineering---to the pre-treatment (seeing Figure 34, Figure 35) of ground layer.
Room purlin, heat-insulating and noise-insulating material that the roof of buildings layer is made by the section bar of ceiling, zigzag section, armored concrete slab, watt composition.The building purlin is fixed on the roof truss beam with special connecting piece (sees Figure 38).
The invention has the beneficial effects as follows: the method for this component-assembled construction of buildings with specialized designs and processing, assembly working is simple, quick at the scene, can disposablely finish the agent structure of building and finish the internal and external ornament work of building basically.Simultaneously, because the various component processing of building adopt the mode of streamline to produce, not only quality is guaranteed, and cost of production is low.Make that with this new method construction of buildings the advantage that the duration is short, quality good, cost is low is arranged.This new construction method is for personalized strong, rich and varied, the demanding building of interior decoration of external form requirement such as dwelling house, villa, particularly suitable.
Description of drawings
Fig. 1 is that the main body frame of building is always schemed.
Fig. 2---Fig. 6 is the node diagram of each junction of main body frame.
Fig. 7---Figure 13 is the terminal pad figure of joint pin, beam, roof truss.
Figure 14 always schemes as the wall body structure of side fascia with armored concrete slab.
Figure 15 always schemes as the wall body structure of side fascia with metal sheet.
Figure 16 is section bar B and a section bar C junction node diagram of forming the wall framework
Figure 17 is wall framework and post junction node diagram
Figure 18 is the interconnective node diagram of section bar B of forming the wall framework
Figure 19 is wall framework and concrete slab johning knot place node diagram.
Figure 20 is wall framework and metal sheet junction node diagram.
Figure 21---Figure 25 is the connector figure that the wall framework uses.
Figure 26 is a wall frame section bar B profile.
Figure 27 is a wall frame section bar C profile.
Figure 28---Figure 33 is two kinds of side fascias of wall: metal sheet and armored concrete slab detail drawing.
Figure 34 is the floor structure figure that the floor face can paste floor tile.
Figure 35 is the floor structure figure that the floor face can be installed wood flooring.
Figure 36---Figure 37 is each johning knot point diagram of floor.
Figure 38 is roof structure figure.
Figure 39---Figure 42 is the connector figure that floor, roofing use.
Figure 43---Figure 45 is the section material section figure of roof truss, floor, roofing use.
The specific embodiment
Below, with the specific embodiment the present invention is described in further detail in conjunction with the accompanying drawings:
Fig. 1 represents: with the H channel-section steel after processing through cut-out boring, roof truss beam, various dissimilar terminal pad and the bolt that section bar A makes, the building main body frame that is assembled into.
Fig. 2 represents: with having bored the section bar A in hole and the roof truss that terminal pad F, terminal pad E are assembled into; Use terminal pad C, roof truss can be connected with post.
Fig. 3 is the node diagram at the top corners place of roof truss: section bar A, terminal pad G and bolt that roof truss beam corner is cut into certain angle by the end and has bored the hole are formed by connecting.
Fig. 4 represents: with terminal pad D and high-strength bolt, the Liang Yuliang that the H channel-section steel that has bored the hole is made can be connected in one.
Fig. 5 represents: with terminal pad B and high-strength bolt, the beam that the H channel-section steel that has bored the hole can be made, post connect.
Fig. 6 represents: with terminal pad A and high-strength bolt, the post that the H channel-section steel that has bored the hole is made can be fixed on the ground.
Fig. 7---Figure 13 is the outline drawing of terminal pad A, terminal pad B, terminal pad C, terminal pad D, terminal pad E, terminal pad F, terminal pad G.
But Figure 14 represents the body of wall of exterior wall furring brick.The wall frame that body of wall is linked to be by section bar B, special concrete slab, heat-insulating and noise-insulating material, inner wall panel are formed.Connector A is connected wall frame with post, connecting piece B on the wall frame and concrete slab binder bolt can be fixed on concrete slab on the wall frame.On concrete slab, can paste different face bricks as requested.Inner wall panel is Thistle board or plank, and available flat head screw nail is fixed on the wall frame.
Figure 15 represents that side fascia is the body of wall of metal sheet.Body of wall is made up of wall frame, side fascia, heat-insulating and noise-insulating material, inner wall panel that section bar B and section bar C are linked to be.By being connected with post, the side fascia set bolt passes the hole on side fascia fixing hole and the connector C to connector A with wall frame, side fascia can be fixed on the wall frame.Inner wall panel is Thistle board or plank, and available flat head screw nail is fixed on the wall frame.
Figure 16 represents section bar B in the wall frame and the method for attachment of section bar C: connector D inserts in the dovetail groove of section bar B, the hole that connecting bolt passes connector D and section bar C can be connected and fixed section bar B and section bar C (have holding screw that connector D is fixing on section bar B in the connector D, make connector D can not slide) in dovetail groove
Figure 17 represents the section bar B in the wall frame and the fixing means of post: after the holding screw on the connector A screws, connector A and post can be fixed, the hole that connecting bolt passes on connector A and the section bar B can be fixed section bar B and connector A, is about to wall frame and post and fixes;
Figure 18 represents section bar B in the wall frame and the method for attachment of section bar B: connector D inserts in the dovetail groove of section bar B, connecting bolt passes the hole on connector D and another root section bar B, two section bar B can be connected and fixed (have holding screw that connector D is fixing on section bar B in the connector D, make connector D can in dovetail groove, not slide)
Figure 19 is that side fascia is fixed on the method on the wall frame: fitting C inserts in the dovetail groove of section bar C, and use holding screw, connector C is fixed on section bar C goes up corresponding position, bolt passes hole on the side fascia side and the hole on the connector C, side fascia can be fixed on the section bar C.
Figure 20 is that concrete slab is fixed on the method on the wall frame: connector B inserts in the dovetail groove of section bar B, and with holding screw connector B is fixed on section bar B and goes up corresponding position, bolt passes the hole on concrete slab and the connector B, concrete slab can be fixed on the section bar B.
Figure 21 is the outside drawing of johning knot spare D; Figure 22 is the sectional view of johning knot spare D.Two figure represent: connector D has the through hole that can pass bolt and can go up the threaded through hole of holding screw, and an end is dovetail shaped.
Figure 23 is the outside drawing of johning knot spare C, the 24th, and the outside drawing of johning knot spare B.Its common characteristic is: the through hole that can pass bolt is all arranged and can go up the threaded through hole of holding screw, swallow-tailed end is all arranged.
Figure 25 is the outside drawing of johning knot spare A, and expression: through hole, the open slot that can pass bolt are arranged on the johning knot spare, and the threaded through hole that can go up holding screw crosses open slot.
The section of the wall frame section bar B of Figure 26, as can be seen from FIG., the section of section bar B is on one side or counts the rectangle that there is dovetail groove on the limit.
The section of the body of wall frame section C of Figure 27, as can be seen from FIG., Yi Bian the section of section bar C is the opening rectangle that dovetail groove is arranged.
Figure 28 is the metallic framework of armored concrete slab, and it is made up of angle bar housing and the steel mesh that is welded in the frame.
Figure 29 is the finished figure of armored concrete slab, and the hole that can pass bolt is arranged on the plate, so that armored concrete slab is fixing on the wall frame.
Figure 30, Figure 31 are respectively the metal side fascias from inside and outside observation, and the shape of metal exterior wall is as box, and there are 90 degree flange in last bottom, and the dual-side of plate is porose.
Figure 32 Figure 33 is respectively the another kind of metal side fascia from inside and outside observation, and its shape is also as box, and last following nothing 90 is spent flange, and the dual-side of plate is porose.
Figure 34 represents that the floor surface can paste the floor structure of floor tile: floor is made up of floor framework, armored concrete slab, heat-insulating and noise-insulating material, ceiling that section bar D, section bar E are linked to be.Connector E is connected the floor framework with beam.
Figure 35 represents that the floor surface is the floor structure of wood flooring: the floor framework that floor is linked to be by section bar D, section bar E, heat-insulating and noise-insulating material, ceiling, bottom plate, top layer wood flooring are formed.Connector E is connected the floor framework with beam.
Figure 36 represents: by holding screw on connector G and the connector and bolt, concrete slab can be fixed on the section bar D; With connector F section bar E is fixed on the section bar D, makes section bar D and section bar E be linked to be the floor framework.
Figure 37 represents: after the holding screw on the connector E screws, section bar D can be fixed on the beam
Figure 38 represents roof structure: roofing is by watt forming on section bar D (do roof purline with), armored concrete slab, heat-insulating and noise-insulating material, ceiling and the armored concrete slab.Connector F will be fixed on the roof truss beam as the section bar D of purlin.
Figure 39---the 41st, the structure chart of connector F, connector G.Its common characteristic is: the threaded through hole that can go up holding screw is all arranged.The section of connector G is dovetail shaped.The ledge of the one side of connector F is dovetail shaped.
Figure 41---the 42nd, the structure chart of connector E and sectional view, the waist of connector E has the groove that turn 90 degrees, and can go up the two sides of the threaded through hole transverse slot of holding screw.
Figure 43---the 45th, the profile of section bar A, section bar D, section bar E.The section of section bar A is the rectangle that dovetail groove is arranged; Section bar D, section bar E are zigzag, and there is dovetail groove in the last bottom of section bar D.

Claims (10)

1, a kind of construction method of building, it is characterized in that: use various parts---rod member, terminal pad, connector, side fascia, armored concrete slab that the H channel-section steel that processes, the aluminium alloy extrusions of special cross section are made, assemble column-beam frame, roof truss, roofing, body of wall, the floor of building.
2, according to terminal pad A, terminal pad B, terminal pad C, the terminal pad D of post roof beam structure frame in the described assembling building of claim 1 and roof truss, terminal pad E, terminal pad F and terminal pad G, it is characterized in that: these terminal pads are the bodies that are linked to be of mutual angled plate, on the plate of coplanar hole are not arranged at these.
3, according to the method for attachment of the column-beam frame in the described assembling building of claim 1, it is characterized in that: use bolt, the H channel-section steel with boring connects into column-beam frame by terminal pad A, terminal pad B, terminal pad C, terminal pad D.
4, according in the described assembling building of claim 1 assembling roof truss section bar A, the assembling wall frame section bar B, section bar C, it is characterized in that: the section of section bar is rectangle or opening rectangle, on one side or the number limit dovetail groove is arranged.
5, according to section bar D, the section bar E of floor framework in the described assembling building of claim 1, it is characterized in that: the section of section bar is the Z font, and there is dovetail groove in last bottom or does not have dovetail groove.
6, according to the armored concrete slab in body of wall, floor, the roofing in the described assembling building of claim 1, it is characterized in that: four limits of plate are the frames that becomes 90 angle section to connect into section, and hole is arranged on the plate.
7, according to the side fascia of body of wall in the described assembling building of claim 1, it is characterized in that: side fascia be shaped as box-like or there is the box-like of flange on both sides.
8, according to the connector A of post in the described assembling building of claim 1 and body of wall, it is characterized in that: hole, and open slot are arranged on the connector, and threaded through hole crosses open slot.
9, according to connector B, connector C, connector D, connector E, connector F, connector G in the wall frame in the described assembling building of claim 1, floor framework, the roofing framework, it is characterized in that: connector is porose and have a swallow-tailed limit, in the part of dovetail, screw thread hole and holding screw are arranged above.
10, according to the method for attachment of the frame section bar in the body of wall in the described assembling building of claim 1, it is characterized in that: with fixing in the dovetail groove of the connector insertion section bar that dovetail is arranged and with tight fixed bolt, bolt passes the hole of connector and another root section bar, screws bolt two section bars are connected.
CN 200410083021 2004-09-23 2004-09-23 Method for assembling building Pending CN1752366A (en)

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Cited By (27)

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WO2008113207A1 (en) * 2007-03-20 2008-09-25 Daiwa House Industry Co., Ltd. An exterior wall panel and an assembly method thereof
CN101974941A (en) * 2010-11-18 2011-02-16 甘秀明 Self-locking connecting card
CN101603329B (en) * 2008-06-12 2011-03-23 林永军 Light-weight aseismatic assembled building
CN102979170A (en) * 2012-11-26 2013-03-20 北京工业大学 Multi-story high-rise assembled steel structure prestressed eccentrically-braced system
CN103161220A (en) * 2013-03-13 2013-06-19 哈尔滨工程大学 Frame-type combined house
CN103276806A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembling type special-shaped column steel structure prestress eccentric supporting system
CN103276804A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembling type special-shaped column steel structure prestress central supporting system
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CN106223639A (en) * 2016-08-29 2016-12-14 浙江鎏增古建园林工程有限公司 A kind of supporting construction of building in the style of the ancients
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CN101622405B (en) * 2007-03-20 2012-09-19 大和房屋工业株式会社 An exterior wall panel and an assembly method thereof
WO2008113207A1 (en) * 2007-03-20 2008-09-25 Daiwa House Industry Co., Ltd. An exterior wall panel and an assembly method thereof
CN101603329B (en) * 2008-06-12 2011-03-23 林永军 Light-weight aseismatic assembled building
CN101974941A (en) * 2010-11-18 2011-02-16 甘秀明 Self-locking connecting card
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CN107130683A (en) * 2017-04-12 2017-09-05 湖北省电力勘测设计院 A kind of assembled box building and its Modular building module
CN107283130A (en) * 2017-08-07 2017-10-24 沈阳宝通门业有限公司 The integrated manufacture method and system of hangar door or aircraft maintenance depressed place frame structure
CN107283130B (en) * 2017-08-07 2019-06-04 沈阳宝通门业有限公司 The integrated manufacturing method and system of hangar door or aircraft maintenance depressed place frame structure
CN108517957A (en) * 2018-06-05 2018-09-11 北京海东蓝涛洁净工程技术有限公司 A kind of light body steel-concrete building structure and preparation method thereof
CN108643343B (en) * 2018-06-28 2020-08-07 张维秀 Construction method of steel pipe structure heat-insulation sandwich house
CN108643343A (en) * 2018-06-28 2018-10-12 张维秀 Construction method of steel pipe structure heat-insulation sandwich house
CN109853745A (en) * 2018-12-27 2019-06-07 安徽企服工程技术有限公司 A kind of prefabrication connection structure and connection method
CN109853745B (en) * 2018-12-27 2020-07-28 安徽企服工程技术有限公司 Prefabricated assembly type building connecting structure and connecting method

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