CN101999021A - Constructing method of building - Google Patents

Constructing method of building Download PDF

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Publication number
CN101999021A
CN101999021A CN2008801285241A CN200880128524A CN101999021A CN 101999021 A CN101999021 A CN 101999021A CN 2008801285241 A CN2008801285241 A CN 2008801285241A CN 200880128524 A CN200880128524 A CN 200880128524A CN 101999021 A CN101999021 A CN 101999021A
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CN
China
Prior art keywords
pca
joint portion
steelframe
reversed
positive
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Pending
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CN2008801285241A
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Chinese (zh)
Inventor
左高启三
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Institute of International Environment
Renaizm Ltd
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Institute of International Environment
Renaizm Ltd
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Publication date
Application filed by Institute of International Environment, Renaizm Ltd filed Critical Institute of International Environment
Publication of CN101999021A publication Critical patent/CN101999021A/en
Pending legal-status Critical Current

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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/06—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material the elements being prestressed
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3404—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability supported by masts or tower-like structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

Abstract

A constructing method of a building, with which height dimensions of ceilings in rooms of a building, which are positioned in adjacent upper and lower floors, can be set to be different by constructing the whole building so that forward beams and backwards beams are repeated to be positioned alternately, and an interior space that can correspond to multiple needs of users can be obtained. Dimensions between crests of the beams positioned in the upper and lower floors are set to be the same, and the forward beams and the backward beams in the upper and lower floors are repeated so that they are positioned alternately so as to construct the whole building in the constructing method of a low-rise or middle or high-rise building. A process for arranging PCa forward beam members in an X-direction and a Y-direction in upper parts of a PCa column member, a process for arranging PCa backward beam members in the X-direction and the Y-direction in upper parts of a PCa column member in an adjacent upper floor, and a process for constructing a slab in a space surrounded by the PCa forward beam member and the PCa backward beam member are repeated. Thus, heights of interior spaces on the adjacent upper and lower floors are constructed to be different.

Description

The construction method of building
Technical field
The present invention relates to the construction method of low layer to the middle-high building thing, relate in particular in measure-alike between the top that makes at the beam of levels, make the heights of ceilings of the interior space of neighbouring layer different, make the beam of adjacent levels be arranged to the construction method that ridge purlin and reversed beam replace overlapping building for this reason, by limit in advance in factory this ridge purlin, reversed beam and and this ridge purlin and reversed beam form link position between the post of one, improve efficiency of construction thus, and multiple demand that can the person of satisfying the demands in the building that is completed.
Background technology
The various buildings such as composite building of existing agglomerated residence, office building, retail shop's building, special building or these buildings (below, these are referred to as building) in, usually measure-alike between the floor of levels, the floor height of each building forms identical size in view of the above, and the height of the ceiling of each building also is set at identical size.
For the heights of ceilings of the interior space that give to constitute these buildings is brought variation, undertaken corresponding by the space that can suitably influence heights of ceilings in formation between floor and ceiling surface or floor and the floor.
But, just do not consider when effectively guaranteeing heights of ceilings, to make the interior space to have the building method of the different heights of ceilings of multiple needs that can the person of satisfying the demands energetically so far in the building construction stage.
From the structural configuration of building, known example has the flooring structure beam to be set to inverted beam structure.This reversed beam worker method is in worker's method of constructing beam as the position of floor upper face side, adopt the main reason of this worker's method to be, as in the past shown in the example of Figure 12, because with the top of beam configuration plane as completion floor A, and with the space B that produces between floor and this completion floor pipe arrangement or distribution space as spatial accommodation under the floor or various machinery equipments, perhaps owing to there is not the beam that is projected into ceiling surface C below, thereby can construct level ceiling, rather than the stepped ramp type ceiling of the local step-down of ceiling in the stage of constructing floor.
And, because above-mentioned reversed beam worker method only is used in predetermined floor, perhaps be used in whole building and building construction, therefore still propose will by reversed beam floor that forms and the floor alternate configurations that forms by ridge purlin in adjacent levels, make and possess relative correlation between the two and the thinking of building construction, and there is not to propose in adjacent levels the construction method that the heights of ceilings of the interior space is changed.
Patent documentation 1: the spy opens the 2005-139866 communique
Patent documentation 2: the spy opens flat 11-50527 communique
Summary of the invention
Technical problem
The present invention proposes a kind of construction method of building, under the size between the top that makes at the beam of adjacent levels is constructed prerequisite into same size, by being arranged alternately repeatedly to ridge purlin and reversed beam, beam constructs integral body, thus can the heights of ceilings that the building that be positioned at adjacent levels is indoor be set at inequalityly, can access the interior space of multiple needs that can corresponding demander.
And, a kind of construction method of building is also proposed, make the floor between the ridge purlin floor constitute the reversed beam floor at above-below direction, the feasible heights of ceilings that is positioned at the interior space of this reversed beam floor below is lower than the heights of ceilings of the interior space that is positioned at the top, simultaneously can guarantee the floor height of stipulating and can access ceiling surface and floor all form the plane, upper and lower surface all do not have the interior space of concaveconvex structure, can guarantee effective heights of ceilings size thus.
In addition, a kind of construction method of building is also proposed, on being positioned at or the interior space of lower floor, its floor side is positioned at the below according to the reversed beam floor, the ceiling lateral root is positioned under the situation of top according to the ridge purlin floor, by with the finished surface of this floor face, can access the higher interior space of heights of ceilings as floor or ceiling.
The present invention proposes a kind of construction method of building, as mentioned above, at last layer or down the height of ceiling can be provided with higher in any one of one deck, can form and have diversified abundant solid space, and because the height of ceiling can be provided with higherly, each interior space can be arranged to a plurality of layer, thereby can guarantee spatial accommodation when increasing necessary floor area, form effective solid space.
And, a kind of construction method of building is proposed, consider if will obtain described be positioned at adjacent levels have the different interior spaces building construct the site operation that only depends on the building site, then the relation of the position between ridge purlin and the reversed beam may produce error and raising site operation operating personnel's operating efficiency etc., by determining that according to precoat steel concrete (hereinafter referred to as PCa) or steelframe the position of ridge purlin and the residing joint portion of reversed beam makes these members in factory in advance, thereby the key operation at scene is become the assembling construction.
Technical scheme
The present invention proposes in order to address the above problem, and it is constructed as follows described:
Measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly provide to comprise:
(1) PCa post beam joint portion is set on the top of PCa post member, and between adjacent described PCa post beam joint portion, arrange along the positive beam of PCa of directions X extension, the side end of fixing described PCa post beam joint portion and the side end of described positive beam, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(2) the PCa post member of fixing adjacent last layer on the top of described PCa post beam joint portion, and PCa post beam joint portion is set on the top of described PCa post member, between adjacent described PCa post beam joint portion, arrange the PCa reversed beam member that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described PCa and PCa reversed beam member, and the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(3) space that is surrounded by the positive beam of PCa according to above-mentioned steps is constructed the tip side of the positive beam of the described PCa floor as floor, the space that is surrounded by PCa reversed beam member is constructed the lower end side of the described PCa reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly provide to comprise:
(1) steel frame columns beam joint portion is set on the top of steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the positive beam of steelframe of directions X extension, the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe are fixed along the step of the positive beam of steelframe of Y direction extension between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe;
(2) the steel frame columns member of fixing adjacent last layer on the top of described steel frame columns beam joint portion, and steel frame columns beam joint portion is set on the top of described steel frame columns member, between adjacent described steel frame columns beam joint portion, arrange the steelframe reversed beam member that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described steelframe and steelframe reversed beam member, and the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(3) space that is surrounded by the positive beam of steelframe according to above-mentioned steps is constructed the tip side of the positive beam of the described steelframe floor as floor, the space that is surrounded by steelframe reversed beam member is constructed the lower end side of the described steelframe reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly provide to comprise:
(1) PCa post beam joint portion is set on the top of PCa post member, and between adjacent described PCa post beam joint portion, arrange along the PCa reversed beam member of directions X extension, the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(2) the PCa post member of fixing adjacent last layer on the top of described PCa post beam joint portion, and PCa post beam joint portion is set on the top of described PCa post member, between adjacent described PCa post beam joint portion, arrange the positive beam of PCa that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described PCa reversed beam member and the positive beam of PCa, and the side end of fixing described PCa post beam joint portion and the side end of the positive beam of described PCa, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(3) space that is surrounded by PCa reversed beam member according to above-mentioned steps is constructed the lower end side of the described PCa reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of PCa is constructed the tip side of the positive beam of the described PCa step as the floor of floor
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly provide to comprise:
(1) steel frame columns beam joint portion is set on the top of steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the steelframe reversed beam member of directions X extension, the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member are being fixed along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(2) the steel frame columns member of fixing adjacent last layer on the top of described steel frame columns beam joint portion, and steel frame columns beam joint portion is set on the top of described steel frame columns member, between adjacent described steel frame columns beam joint portion, arrange the positive beam of steelframe that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described steelframe reversed beam member and the positive beam of steelframe, and the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe, and between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe, fix along the step of the positive beam of steelframe of Y direction extension;
(3) space that is surrounded by steelframe reversed beam member according to above-mentioned steps is constructed the lower end side of the described steelframe reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of steelframe is constructed the tip side of the positive beam of the described steelframe step as the floor of floor
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly provide to comprise:
(1) pars intermedia at PCa post member is provided with PCa beam joint portion, and between adjacent described PCa beam joint portion, arrange along the positive beam of PCa of directions X extension, the side end of fixing described PCa beam joint portion and the side end of the positive beam of described PCa, and between described PCa beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(2) PCa post beam joint portion is set on the top of described PCa post member, and between adjacent described PCa post beam joint portion, arrange along the PCa reversed beam member of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described PCa and PCa reversed beam member, and the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(3) space that is surrounded by the positive beam of PCa according to above-mentioned steps is constructed the tip side of the positive beam of the described PCa floor as floor, the space that is surrounded by PCa reversed beam member is constructed the lower end side of the described PCa reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly provide to comprise:
(1) pars intermedia at the steel frame columns member is provided with the truss-steel beam joint portion, and between adjacent described truss-steel beam joint portion, arrange along the positive beam of steelframe of directions X extension, the side end of fixing described truss-steel beam joint portion and the side end of the positive beam of described steelframe, and fixing along the step of the positive beam of steelframe of Y direction extension between the described truss-steel beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe;
(2) steel frame columns beam joint portion is set on the top of described steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the steelframe reversed beam member of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described steelframe and steelframe reversed beam member, and the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(3) space that is surrounded by the positive beam of steelframe according to above-mentioned steps is constructed the tip side of the positive beam of the described steelframe floor as floor, the space that is surrounded by steelframe reversed beam member is constructed the lower end side of the described steelframe reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly provide to comprise:
(1) pars intermedia at PCa post member is provided with PCa beam joint portion, and between adjacent described PCa beam joint portion, arrange along the PCa reversed beam member of directions X extension, the side end of fixing described PCa beam joint portion and the side end of described PCa reversed beam member, and fixing along the step of the PCa reversed beam member of Y direction extension between the described PCa beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member;
(2) PCa post beam joint portion is set on the top of described PCa post member, and between adjacent described PCa post beam joint portion, arrange along the positive beam of PCa of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described PCa reversed beam member and the positive beam of PCa, and the side end of fixing described PCa post beam joint portion and the side end of the positive beam of described PCa, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(3) space that is surrounded by PCa reversed beam member according to above-mentioned steps is constructed the lower end side of the described PCa reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of PCa is constructed the tip side of the positive beam of the described PCa step as the floor of floor
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly provide to comprise:
(1) pars intermedia at the steel frame columns member is provided with the truss-steel beam joint portion, and between adjacent described truss-steel beam joint portion, arrange along the steelframe reversed beam member of directions X extension, the side end of fixing described truss-steel beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described truss-steel beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(2) steel frame columns beam joint portion is set on the top of described steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the positive beam of steelframe of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described steelframe reversed beam member and the positive beam of steelframe, and the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe, and between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe, fix along the step of the steelframe reversed beam member of Y direction extension;
(3) space that is surrounded by steelframe reversed beam member according to above-mentioned steps is constructed the lower end side of the described steelframe reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of steelframe is constructed the tip side of the positive beam of the described steelframe step as the floor of floor
By carrying out described each step repeatedly, construct construction method for the height of the interior space that the makes adjacent levels building for feature inequality.
And in the space that obtains by the way, constructing the space that is used for air draft or environment friendly system is set is the construction method of the building of feature.
And, in the space that obtains by the way, floor constructed form two-layer or three layers of construction method for part or all that makes the highly higher interior space for the building of feature.
And, in the space that obtains by the way, the place ahead, the outside that is positioned at the beam of the side that sunshine can shine is furnished with solar panel, the solar energy that will obtain by described solar panel sends the electrical storage device that is arranged on the article container space that high solid space that utilization obtains according to the different height in described resident family space constructs to via the distribution that connects, and save as electric energy, thus to each family with this electric power storage construction method that to be supplied to the various load machines in the resident family space be the building of feature.
And described electrical storage device comprises battery, control device and imports distribution board, and provided electric power storage can be the construction method of the building of feature by the various load machines of timer official hour section in the resident family space.
And, be the construction method of the building of feature as the electric power storage means of electrical storage device with lithium battery.
Beneficial effect
Construction method according to building of the present invention, though measure-alike between the top of levels beam, but can in adjacent levels, obtain having the interior space of different heights of ceilings, and conduct is at the construction method of this building, in advance factory on PCa member or steelframe member the ridge purlin that is used to form the described interior space and the position that is provided with of reversed beam determine its joint portion, and by utilizing this position, joint portion building construction more quickly.
And, though ridge purlin and reversed beam alternately occur, but because it is provided with the position of determining positions in the joint portion of prior manufacturing, therefore can not produce construction error, and the site operation operator can not confuse, operating efficiency can be improved thus, thereby key operation can be assembling operation with the scene.
And, though the building that the construction method by above-mentioned building obtains is in appearance with identical in the past, but in adjacent levels the heights of ceilings of the interior space is changed, can access the abundant interior space of multiple needs that can corresponding demander thus.
Description of drawings
Fig. 1 is the sectional view according to an embodiment of the completion status of building of the present invention;
Fig. 2 is the stereogram of constructing example that illustrates as according to a certain layer segment that is made of the PCa member of an embodiment of building of the present invention;
Fig. 3 is the stereogram of constructing example that illustrates as according to another layer segment that is made of the PCa member of another embodiment of building of the present invention;
Fig. 4 is the two-layer stereogram of constructing example that is made of the PCa member that illustrates as according to another embodiment of building of the present invention;
Fig. 5 is the stereogram of constructing example that illustrates as according to a certain layer segment that is made of the steelframe member of another embodiment of building of the present invention;
Fig. 6 is the stereogram of an embodiment that the joint portion of the post of steelframe member and beam is shown;
Fig. 7 is the stereogram of constructing example that illustrates as according to another layer segment that is made of the steelframe member of another embodiment of building of the present invention;
Fig. 8 is the two-layer stereogram of constructing example that is made of the steelframe member that illustrates as according to another embodiment of building of the present invention;
Fig. 9 is the sectional view according to another embodiment of the completion status of building of the present invention;
Figure 10 is the sectional view according to another embodiment of the completion status of building of the present invention;
Figure 11 is the concise and to the point sectional view that utilizes the electric energy storage device in the space that obtains according to the present invention;
Figure 12 is the sectional view of the example of building in the past.
Symbol description: 1 is agglomerated residence, 2 is entry, 3 is stair, 4 is elevator, 5 is the parking lot, 6 are total space, 7 is resident family, 8 is the first floor floor, 9 is grade beam, 10 is second layer floor, 11 is the first floor beam, 12 is the 3rd floor plate, 13 is second layer beam, 14 is the 4th floor plate, 15 is tri-layer beams, 16,22,36,45 is the PCa post, 17,18,47,51 is the PCa ridge purlin, 19,33,53 is reinforcing bar, 20,34,46,54 is PCa post beam joint portion, 20a, 34a, 54a is a supporting part, 20b, 20c, 34b, 34c, 54b, 54c, 71a, 71b, 71c, 71d, 80a, 80b, 80c, 80d, 84a, 84b, 84c, 87a, 87b, 87c, 87d is a tenon, 21,55 is through hole, 23a, 23b, 24a, 24b, 28,29a, 29b, 30a, 30b, 37a, 37b, 38a, 38b, 42,43a, 43b, 44a, 44b, 48a, 48b, 49a, 49b, 57a, 57b, 58a, 58b, 63,64a, 64b, 65a, 65b, 67,68a, 68b, 69a, 69b is a connecting portion, 25,39,50,59 is reinforcing portion, 26,40,61 is the end, 27,41,62,66,76,81,90,91 is floor, 31,32,56,60 is the PCa reversed beam, 70,77,82,83,92 is steel frame columns, 71,80,84,87 is steel frame columns beam joint portion, 72,76 is the steelframe ridge purlin, 73 is frange plate, 74 is web, 78,79,88,89 is the steelframe reversed beam, 100,101 is solar panel, 102 is the space, 103 is electric energy storage device, and 104 is control device, and 105 for importing distribution board.
The specific embodiment
Below, the present invention will be described based on embodiment.
Fig. 1 illustrates the sectional view of mid-rise building.
One embodiment of the building 1 that building construction method according to the present invention constructs is shown, illustrate and be built into B1, eight layers building 1 on the ground, wherein B1 and first floor are parking lot, entry and relative space, and the typical floor that the second layer to the is eight layers is as resident family or office.
The parking lot of B1 is the two-layer parking lot of mechanical type, and first floor is furnished with turntable space and the parking lot 5 that conduct is led to the entry 2 of the inlet on upper strata, stair 3, elevator 4, led to the parking lot of B1.
Typical floor comprise described stair 3, elevator 4 with and lobby and as the total space 6 of passage.Across these total space 6 both sides symmetric arrangement each separate space 7 is arranged.
In the construction plan of this building 1, consider economy and outward appearance etc., the size H between the top of the last underbeam of the typical floor except subterranean layer and first floor etc. is provided with identical.
The floor 8 of first floor is constructed with grade beam 9 and is to form tee girder thus by ridge purlin, and finally even up to one side on the first dress surface and the first dress top of grade beam 9 of this floor 8.The floor 10 in second layer space is constructed with the beam 11 of first floor and is reversed beam, is same one side so that the soffit of the soffit of floor 10 and first floor beam is evened up.
And the floor 12 that constitutes the 3rd sheaf space is constructed with the beam 13 of the second layer and is ridge purlin, and finally even up on the first dress top of the surface of floor 12 and beam 13 is with simultaneously, and the beam 15 of the floor 14 of four-level space and the 3rd layer is constructed and is reversed beam.
As mentioned above, will be arranged alternately in adjacent levels according to the floor of ridge purlin and floor according to reversed beam.Thus, even measure-alike between the back end of each layer is example with the 3rd layer and the 4th layer for example, the size H1 between the floor of its each layer, H2 also can be different.
In the present embodiment, the size H between the top of the beam of levels is provided with identically, and the floor face of even level constructed is the floor according to reversed beam, and the size H2 between the floor of this even level is constructed to higher; Because the floor of odd-level is constructed and is the floor according to ridge purlin, so the size between the floor of odd-level is relatively less than the size between the floor of even level.
Below, describe the method for constructing described building 1 in detail.
Embodiment one
Each member that construction method of the present invention adopted is for what made by steel concrete, and these members are fabricated to PCa system member in factory in advance.Fig. 2 is the stereogram that the joint portion of PCa post 16 and PCa beam 17,18 is shown.Projected upwards reinforcing bar 19 from the upper end of this PCa post 16, this reinforcing bar 19 is inserted through to put and is fixed in the through hole 21 that being used on the described post 16 construct the PCa post beam joint portion 20 of PCa ridge purlin 17,18, and is inserted into the hole of the bottom side of other PCa posts 22 that are arranged in upper side.
Described PCa beam 17,18 mainly sidelong along (longer beam direction) and vertically (than the short beam direction) extension, for convenience of description, is called directions X and Y direction below.
Described PCa post beam joint portion 20 comprises supporting part 20a that is carried on post 16 and tenon 20b, the 20c that gives prominence to formation from this supporting part 20a along the left and right directions directions X respectively.Distinguish connecting portion 23a, the 23b that tab-like one-tenth is connected with the PCa ridge purlin 17 of directions X from the end of described tenon 20b, 20c, be connected with connecting portion 24a, the 24b formation of giving prominence to from the both ends of described PCa ridge purlin 17.
The outstanding reinforcing portion 25 that is formed with in the upper end of described PCa post 16, being used to carry, and the supporting part 20a that is arranged at described PCa post beam joint portion 20 and/or the connector of described reinforcing portion 25 are connected securely by bolt, pin or welding etc. with the connector of the end that is arranged at described PCa ridge purlin 18 along the end 26 of the PCa ridge purlin 18 of Y direction configuration.
Framework according to PCa ridge purlin 18 building constructions of the PCa ridge purlin 17 of described PCa post 16 and PCa post beam joint portion 20 and directions X and Y direction.Connecting portion 23a, the 23b of described PCa post beam joint portion 20 is outstanding from lower position to be in order to fixedly install this PCa ridge purlin 17 from upper side.And, obviously just can access higher intensity by the thickness that increases described connecting portion 23a, 23b.Though use the firm connections of realization such as various assistant metal accessories respectively, can also outstanding reinforcing bar be set in an opposed facing side, and should give prominence to reinforcing bar in the opposite side insertion, utilize concrete or mortar or metal sleeve etc. that both are connected then.
Above described PCa ridge purlin 17,18, construct floor 27.Between the beam upper end of this PCa ridge purlin 17,18, set up floor 27.According to laying the tabular floor that constitutes by ALC plate etc., and use modes such as completion such as cover plate, construct floor 27 with this.
From the sidewall top of tenon 20b, the 20c of described PCa ridge purlin 17 and PCa post beam joint portion 20 respectively to outstanding connecting portion 28,29a, the 29b that is provided for constructing floor of Y direction, and on the PCa of Y direction ridge purlin 18 outstanding connecting portion 30a, the 30b of being provided with of direction directions X.Utilize described connecting portion 28,29a, 29b, 30a, 30b etc. can construct by the PCa ridge purlin 17 of directions X and the floor 27 of the ridge purlin side of PCa ridge purlin 18 encirclements of Y direction.
The reinforcing bar 19 that the through hole 21 that runs through PCa post beam joint portion 20 on the described PCa post 16 projects upwards forms with the PCa post 22 of the last layer that is positioned at 20 tops, described PCa post beam joint portion and is connected.By insertion reinforcing bar 19 in formed hole, the bottom of described PCa post 22, and between this reinforcing bar 19 and hole, fill fixedly packing material, thereby can realize firm connection.Filling can be by being formed at PCa post 22 sidewall the hole or carry out from PCa post beam joint portion 20 sides.And, can use assistant metal accessory or connector to realize firm connection.
Fig. 3 illustrates the PCa post 22 of described upper side and the stereogram of the relation between the PCa reversed beam 31,32.Be extruded with reinforcing bar 33 from the upper end of described PCa post 22, this reinforcing bar 33 is inserted through the through hole 35 of the PCa post beam joint portion 34 that fixedly is carried on the described PCa post 22, be inserted into the hole of another PCa post 36 bottoms that are positioned at upside thus.
Described PCa post beam joint portion 34 is made of supporting part 34a and the tenon 34b, the 34c that give prominence to its left and right directions, and be extruded with respectively in the end of described tenon 34b, 34c and be used for the connecting portion 37a, the 37b that are connected with PCa reversed beam 31, be connected thus with from the two ends of described PCa reversed beam 31 outstanding connecting portion 38a, 38b.
The outstanding reinforcing portion 39 that is formed with in the upper end of described PCa post 22, being used to carry the end 40 of the PCa reversed beam of arranging along the Y direction 32, and the connector that is provided with on the supporting part 34a of described PCa post beam joint portion 34 or the reinforcing portion 39 forms firm being connected with the connector of the end that is arranged on described PCa reversed beam 32 by modes such as bolt or pin or welding.The height of described PCa reversed beam member 31,32 between the upper end of the upper end that makes the positive beam 17,18 of described PCa and PCa reversed beam member 31,32 and the identical position of height of following one deck.
Framework by the PCa reversed beam building construction of the PCa reversed beam 31 of described PCa post 22 and PCa post beam joint portion 34 and directions X and Y direction.The connection of the member of facing mutually can also be adopted the member that the outstanding reinforcing bar of a side is inserted into opposite side, and utilize concrete or mortar or metal sleeve etc. to carry out ways of connecting except adopting above-mentioned outstanding connector connection each other.
Below described PCa reversed beam 31,32, construct floor 41.Floor 41 is installed between the beam lower end of this PCa reversed beam 31,32.According to the tabular floor that is made of ALC plate etc. is installed, and use modes such as completion such as cover plate to construct floor 41.
Be provided for constructing connecting portion 42,43a, the 43b of floor from the sidewall below of tenon 34b, the 34c of described PCa reversed beam 31 and PCa post beam joint portion 34, and under the sidewall of the PCa of Y direction reversed beam 32 outstanding connecting portion 44a, the 44b of being provided with of direction directions X.Utilize reinforcing portion 39 and described connecting portion 42,43a, 43b, 44a, 44b can construct by the PCa reversed beam 31 of directions X and the floor 41 of the reversed beam side of PCa reversed beam 32 encirclements of Y direction.
The reinforcing bar 33 that the through hole 35 that runs through described PCa post beam joint portion 34 protrudes in the top is connected with the PCa post 36 of the last layer of the top that is positioned at described PCa post beam joint portion 34.
By constructing described PCa post, PCa post beam joint portion and PCa ridge purlin, PCa reversed beam and floor repeatedly, can make alternately to occur the highly different interior spaces in the adjacent levels.
In the above-described embodiments, the PCa ridge purlin is arranged on orlop, but also the PCa reversed beam can be constructed at orlop.
Embodiment two
The example of Fig. 4 for using the PCa post 45 stride bilevel long size to come building construction.Pars intermedia at the length direction of PCa post 45 is provided with PCa post beam joint portion 46.The PCa post beam joint portion 46 of this pars intermedia is at outstanding respectively tenon 46a, the 46b of being formed with of the left and right sides of directions X.The outstanding connecting portion 48a, the 48b that are connected with PCa ridge purlin 47 of being formed for is thus connected the connecting portion 49a, the 49b that give prominence to from the both ends of described PCa ridge purlin 47 in the end of described tenon 46a, 46b.
The outstanding reinforcing portion 50 that forms in the upper end of described PCa post 45, with the end 52 of carrying, and the connector that is arranged on PCa post beam joint portion 46 or reinforcing portion 50 is connected securely by bolt or pin or welding etc. with the connector of the end 52 that is arranged on described PCa ridge purlin 51 along the PCa ridge purlin 51 of Y direction layout.
According to the PCa ridge purlin 47 of described PCa post 45 and directions X and the PCa ridge purlin 51 of Y direction, can construct the framework that is equivalent to one deck.
Be extruded with reinforcing bar 53 in upper end from described PCa post beam joint portion 46 upwardly extending long size PCa posts 45, this reinforcing bar 53 is inserted through the through hole 55 that is used to construct the PCa reversed beam PCa post beam joint portion 54 that fixedly is carried on the described PCa post 45, and be inserted into the hole of the bottom of another PCa post that is positioned at the upper strata, form securely and connect by reinforcing metal fittings or connector etc. afterwards.
Described PCa post beam joint portion 54 is made of with the tenon 54b, the 54c that give prominence at the left and right sides of directions X the supporting part 54a of central authorities, and be used for the connecting portion 57a, the 57b that are connected with the PCa reversed beam 56 of directions X from the tab-like respectively one-tenth in the end of this tenon 54b, 54c, form with connecting portion 58a, the 58b outstanding thus and be connected from the two ends of described PCa reversed beam 56.
The outstanding reinforcing portion 59 that is formed with in the upper end of described PCa post 45, being used to carry the end 61 of the PCa reversed beam of arranging along the Y direction 60, and the connector that is provided with on the supporting part 54a of described PCa post beam joint portion 54 central authorities or the reinforcing portion 59 makes PCa post 45 and firm being connected of PCa reversed beam 60 formation with the connector of the end 61 that is arranged on described PCa reversed beam 60 by modes such as bolt or pin or welding.Described PCa reversed beam member 56,60 between the upper end of the upper end that makes the positive beam 47,51 of described PCa and PCa reversed beam member 56,60 height and the identical position of height of lower floor.
PCa ridge purlin 51, PCa reversed beam 60 by PCa ridge purlin 47, PCa reversed beam 56 and the Y direction of described PCa post 45 and directions X can be constructed the framework that is equivalent to two-layer building.The connection of the member of facing mutually can also be adopted the member that the outstanding reinforcing bar of a side is inserted into opposite side, and utilize concrete or mortar or metal sleeve etc. to carry out ways of connecting except adopting above-mentioned outstanding connector connection each other.
After the construction of above-mentioned framework finishes, perhaps descend the construction of the ridge purlin of one deck to finish afterwards or by constructing simultaneously, thereby carry out the construction of floor with these engineerings.
Above described PCa ridge purlin 47,51, construct floor 62.Between the beam upper end of this PCa ridge purlin 47,51, set up and construct floor 62.According to laying the tabular floor that constitutes by ALC plate etc., and use modes such as completion such as cover plate to construct floor 62.
And, from each sidewall top of the tenon of described down one deck side PCa ridge purlin 47 and PCa post beam joint portion 46 respectively to the outstanding floor that forms of Y direction with connecting portion 63,64a, 64b, and above the PCa of Y direction ridge purlin 51 sidewall respectively to outstanding connecting portion 65a, the 65b of forming of directions X.The floor 62 into PCa ridge purlin side is constructed in the space that utilizes described connecting portion 63,64a, 64b, 65a, 65b the PCa ridge purlin 51 by the PCa ridge purlin 47 of directions X and Y direction can be surrounded.
Then, below the PCa of last layer side reversed beam 56,60, construct floor 66 in the same manner therewith.Between the beam lower end of described PCa reversed beam 56,60 so that floor 66 to be installed.According to the tabular floor that is made of ALC plate etc. is installed, and use modes such as completion such as cover plate to construct floor 66.
Floor is set with connecting portion 67,68a, 68b from the sidewall below of the tenon of the PCa reversed beam 56 of described last layer side and PCa post beam joint portion 54 along the Y direction, and below the sidewall of the PCa of Y direction reversed beam 60 respectively to outstanding connecting portion 69a, the 69b of forming of directions X.The floor 66 into PCa reversed beam side is constructed in the space that utilizes described connecting portion 67,68a, 68b, 69a, 69b the PCa reversed beam 60 by the PCa reversed beam 56 of directions X and Y direction can be surrounded.
Embodiment three
Fig. 5 illustrates by steelframe to make the joint portion of the steel frame columns of each used member of construction method of the present invention and truss-steel beam and the stereogram of the framework that constitutes thus.Described steel frame columns 70 is a H shaped steel, is formed with the beam joint portion 71 that is used to construct ridge purlin above it.This post beam joint portion 71 is installed as one with described steel frame columns 70, at outstanding respectively tenon 71a, the 71b of being formed with of the left and right sides of directions X.In Fig. 5, make H shaped steel outstanding and form tenon 71a, 71b respectively from two edge of a wing sides as the H shaped steel of steel frame columns 70.
Tenon 71a, the 71b of described left and right sides forms with the steelframe ridge purlin 72 of directions X respectively and is connected.As shown in Figure 6, set up frange plate 73 and web 74 etc., and utilize modes such as bolton or welding to connect.
The outstanding tenon 71c that forms from described post beam joint portion 71 along the Y direction.Same as described above, in the web side of the H of steel frame columns 70 shaped steel, make the outstanding and integrally formed tenon 71c of H shaped steel.
At the described steelframe ridge purlin 75 that connects the Y direction to the outstanding tenon 71c of Y direction.As mentioned above, set up frange plate 73 and web 74 etc., and utilize modes such as bolton or welding to connect.
Described relatively steel frame columns 70 is according to the framework of steelframe ridge purlin 72,75 building constructions of directions X and Y direction.On the edge of a wing of described steelframe ridge purlin 72,75, lay the tabular floor that constitutes by ALC plate etc., and use the completion of cover plate etc., perhaps otherwise, construct the floor 76 of the ridge purlin side that the steelframe ridge purlin 75 by the steelframe ridge purlin 72 of directions X and Y direction surrounds.
In the upper end of described steel frame columns 70, the tenon 71d of post beam joint portion 71 forms with the steel frame columns of last layer 77 and is connected.Identical with the connection of above-mentioned beam, by setting up frange plate and web etc., and form firm connection according to bolton or welding etc.
Fig. 7 is the stereogram that the steel frame columns 77 and the relation between the steelframe reversed beam 78,79 of described upper side are shown.Above described steel frame columns 77, be provided with steel frame columns beam joint portion 80.
Described steel frame columns beam joint portion 80 is at outstanding respectively tenon 80a, the 80b of forming of its left and right sides, thus with the both ends of described steelframe reversed beam 78 by setting up frange plate and web etc., and connect according to bolton or welding etc.
Outstanding another tenon 80c that forms from described steel frame columns beam joint portion 80 along the Y direction, this tenon 80c is connected according to bolton or welding etc. after setting up frange plate and web etc. with the end of the steelframe reversed beam of arranging along the Y direction 79.Described steelframe reversed beam member 78,79 is arranged at the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam 72,75 of described steelframe and steelframe reversed beam member 78,79.
Framework according to steelframe reversed beam 79 building constructions of the steelframe reversed beam 78 of described steel frame columns 77 and steel frame columns beam joint portion 80 and directions X and Y direction.
Below by described steelframe reversed beam 78 and steel frame columns beam joint portion 80 and the steelframe reversed beam 79 of Y direction below the space that surrounds construct the floor 81 of reversed beam side.
The tenon 80d that is positioned at 80 tops, described steel frame columns beam joint portion forms with the steel frame columns 82 of last layer and is connected.
By constructing described steel frame columns, steel frame columns beam joint portion and steelframe ridge purlin, steelframe reversed beam and floor repeatedly, the highly different interior spaces alternately appears in adjacent levels.
In the above-described embodiments, steelframe ridge purlin side is set to orlop, is orlop but also steelframe reversed beam side can be constructed.
Embodiment four
Fig. 8 is for using the example of crossing over bilevel long size steel frame columns 83 member building constructions.Pars intermedia at the length direction of steel frame columns 83 is provided with steel frame columns beam joint portion 84.In the steel frame columns beam joint portion 84 of described pars intermedia, outstanding respectively tenon 84a, the 84b of being formed with of the left and right sides of directions X.The end of described tenon 84a, 84b is by setting up frange plate and web etc., and forms with the both ends of steelframe ridge purlin 85 according to bolton or welding etc. and to be connected.
The outstanding tenon 84c that forms from described steel frame columns beam joint portion 84 along the Y direction, this tenon 84c and steelframe ridge purlin 86 ends of arranging along the Y direction are by setting up frange plate and web etc., and connect according to bolton or welding etc.
Can construct the structure of the part that is equivalent to one deck according to the steelframe ridge purlin 86 of the steelframe ridge purlin 85 of described steel frame columns 83 and directions X and Y direction.
The top of described long size steel frame columns 83 connects the steel frame columns beam joint portion 87 that is used to construct the steelframe reversed beam.
In the described steel frame columns beam joint portion 87, from its left and right sides to the steelframe reversed beam 88 of the end of directions X outstanding tenon 87a, 87b and directions X by setting up frange plate and web etc., and connect according to bolton or welding etc.
The outstanding tenon 87c that forms from the central authorities of described steel frame columns beam joint portion 87 along the Y direction, the end of this tenon 87c and the steelframe reversed beam of arranging along the Y direction 89 is by setting up frange plate and web etc., and connects according to bolton or welding etc.Described steelframe reversed beam member 88,89 is arranged at the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam 85,86 of described steelframe and steelframe reversed beam parts 88,89.
Can construct according to steelframe ridge purlin 86, the steelframe reversed beam 89 of steelframe ridge purlin 85, steelframe reversed beam 88 and the Y direction of described steel frame columns 83 and directions X and to be equivalent to two-layer building framework.
After the construction of described framework or after the steelframe ridge purlin of one deck side is constructed down or, floor is constructed by construction simultaneously.
To construct floor 90 by the space that the top surrounded of the tenon 84c of the steelframe ridge purlin 86 of the top of tenon 84a, the 84b of the steelframe ridge purlin 85 of the directions X of described down one deck side and steel frame columns beam joint portion 84, Y direction and steel frame columns beam joint portion 84 into steelframe ridge purlin side.
Then, the floor 91 into steelframe reversed beam side is constructed in the space that will be surrounded by the tenon 87c of the steelframe reversed beam 89 of the below of tenon 87a, the 87b of the steelframe reversed beam 88 of the directions X of described last layer side and steel frame columns beam joint portion 87, Y direction and steel frame columns beam joint portion 87.
The tenon 87d of the post beam joint portion 87 of the top of described steel frame columns 83 is connected according to bolton or welding etc. after setting up frange plate and web etc. with another steel frame columns 92 that is positioned at the top.
By constructing described steel frame columns, steel frame columns beam joint portion and steelframe ridge purlin, steelframe reversed beam and floor repeatedly, can alternately realize the highly different interior spaces in adjacent levels.
In the above-described embodiments, steelframe ridge purlin side is set to orlop, is orlop but also steelframe reversed beam side can be constructed.
In the example of using the post member building construction of crossing over two-layer long size shown in the foregoing description two, four, but if situations such as road conditions, weight, crane allow, can also use the post member of the long size of crossing over three layers, be used to construct repeatedly as a unit member with the structure that will constitute ridge purlin, reversed beam, ridge purlin or reversed beam, ridge purlin, reversed beam form.
And, for the connecting portion of post and beam, can also adopt the whole bag of tricks, the various embodiments described above only are one of them embodiment, the present invention is not limited thereto.
Embodiment five
According to the building that the foregoing description is constructed, can realize the height change of the interior space, therefore, as shown in Figure 9, can utilize the low floor of heights of ceilings effectively to be applied as airspace.
And, as shown in figure 10, can utilize the height of the interior space, effectively guarantee the vent passages that this is indoor.
And, as shown in figure 10, can utilize the height of the interior space, this space is divided into two-layer, and lower floor is utilized as the spatial accommodation that is used to realize various environmental protection means.The environmental protection means comprise the treatment system of can corresponding each indoor being used to handling discarded object, absorb CO 2And system, emergency plant or the standby electric power storage means etc. of discharge oxygen, described space is as the space that is used to be provided with these equipment.
Embodiment six
As mentioned above, according to obtaining the high space of heights of ceilings, can access the sufficient article container space that can not count in floor area, its specific embodiment is as described below.
As shown in figure 11, be arranged on as the lateral surface the place ahead of the beam of the balcony top of the indoor outside of separate space and the guardrail of balcony etc. and locate to be provided with solar panel 100,101, and will be sent to the electric energy storage device 103 that connects by distribution by the solar energy that described solar panel 100,101 obtains and electric power storage is an electric energy, wherein said electric energy storage device 103 is arranged on can utilize because of each interior space has the article container space 102 that higher solid space that different height obtains is provided with.Thus, described electric power storage can be able to be supplied to the various load machines of each resident family.
In each separate space, locate to arrange solar panel 100,101 at lateral surface the place ahead of the beam of the top of balcony that can shine or tower etc. (below, only be called balcony) and guardrail of balcony etc. as sunshine.Hang from the bottom of the balcony that is positioned at the upper strata and to establish rhabodoid, and at this rhabodoid or be formed on the little wall of balcony bottom or be arranged in the wall solar panel 100,101 being installed or being embedded from the front of the upright guardrail in the end of balcony etc.Described solar panel 100,101 is made of the solar power generation plate, is the plate that lays solar cell for sunshine is transformed to electric energy.Described solar panel 100,101 is connected with electric energy storage device 103 by distribution, and wherein said electric energy storage device 103 is arranged on the underfloor article container space 102 that obtains because of the higher space of height that forms ceiling.
From bottom or the wall of described solar panel 100,101 through balcony, be routed to the article container space 102 that is arranged in each separate chambers, be connected with the electric energy storage device 103 that is arranged on described article container space 102 thus.Described electric energy storage device 103 is connected with control device 104, and by these control device 104 control power supply amounts, supply time and with the switching of existing power supply etc.On the other hand, existing electric power also is connected with described control device 104 by importing distribution board 105, and by this control device 104 control its electricity supplies, supply time with and switching etc.
According to above-mentioned control, can utilize the electric power of electric energy storage device 103 savings to switch existing electric power or carry out process in contrast to this, thus various load machines such as employed various ligthing paraphernalias, refrigerator, TV, washing machine, heating-cooling equipment in each separate chambers be carried out supply of electric power.
Preferably, described electric energy storage device 103 uses small-sized, light weight and the high batteries such as lithium ion battery of energy density except Ni-MH battery.And, as electric storage means, do not use as existing plumbous electric storage means, volume is big and weight is heavier, the life-span short and contain the electric storage means that the material of public hazards easily takes place for lead electrode or sulfuric acid etc., and preferably uses with active carbon and the barium titanate electric storage means as electric capacity (capacitor) type of main material.
After storing, the electric power that described electric energy storage device 103 can obtain daytime is supplied to use night.And, during because of certain reason interrupt delivery, can be used as emergency power supply at existing electric power, be used to guarantee to comprise emergency light in interior necessary supply of electric power when emergent.

Claims (13)

1. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly, comprising:
(1) PCa post beam joint portion is set on the top of PCa post member, and between adjacent described PCa post beam joint portion, arrange along the positive beam of PCa of directions X extension, the side end of fixing described PCa post beam joint portion and the side end of described positive beam, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(2) the PCa post member of fixing adjacent last layer on the top of described PCa post beam joint portion, and PCa post beam joint portion is set on the top of described PCa post member, between adjacent described PCa post beam joint portion, arrange the PCa reversed beam member that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described PCa and PCa reversed beam member, and the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(3) space that is surrounded by the positive beam of PCa according to above-mentioned steps is constructed the tip side of the positive beam of the described PCa floor as floor, the space that is surrounded by PCa reversed beam member is constructed the lower end side of the described PCa reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
2. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly, comprising:
(1) steel frame columns beam joint portion is set on the top of steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the positive beam of steelframe of directions X extension, the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe are fixed along the step of the positive beam of steelframe of Y direction extension between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe;
(2) the steel frame columns member of fixing adjacent last layer on the top of described steel frame columns beam joint portion, and steel frame columns beam joint portion is set on the top of described steel frame columns member, between adjacent described steel frame columns beam joint portion, arrange the steelframe reversed beam member that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described steelframe and steelframe reversed beam member, and the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(3) space that is surrounded by the positive beam of steelframe according to above-mentioned steps is constructed the tip side of the positive beam of the described steelframe floor as floor, the space that is surrounded by steelframe reversed beam member is constructed the lower end side of the described steelframe reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
3. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly, comprising:
(1) PCa post beam joint portion is set on the top of PCa post member, and between adjacent described PCa post beam joint portion, arrange along the PCa reversed beam member of directions X extension, the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(2) the PCa post member of fixing adjacent last layer on the top of described PCa post beam joint portion, and PCa post beam joint portion is set on the top of described PCa post member, between adjacent described PCa post beam joint portion, arrange the positive beam of PCa that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described PCa reversed beam member and the positive beam of PCa, and the side end of fixing described PCa post beam joint portion and the side end of the positive beam of described PCa, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(3) space that is surrounded by PCa reversed beam member according to above-mentioned steps is constructed the lower end side of the described PCa reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of PCa is constructed the tip side of the positive beam of the described PCa step as the floor of floor
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
4. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly, comprising:
(1) steel frame columns beam joint portion is set on the top of steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the steelframe reversed beam member of directions X extension, the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member are being fixed along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(2) the steel frame columns member of fixing adjacent last layer on the top of described steel frame columns beam joint portion, and steel frame columns beam joint portion is set on the top of described steel frame columns member, between adjacent described steel frame columns beam joint portion, arrange the positive beam of steelframe that extends along directions X, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described steelframe reversed beam member and the positive beam of steelframe, and the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe, and between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe, fix along the step of the positive beam of steelframe of Y direction extension;
(3) space that is surrounded by steelframe reversed beam member according to above-mentioned steps is constructed the lower end side of the described steelframe reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of steelframe is constructed the tip side of the positive beam of the described steelframe step as the floor of floor
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
5. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly, comprising:
(1) pars intermedia at PCa post member is provided with PCa beam joint portion, and between adjacent described PCa beam joint portion, arrange along the positive beam of PCa of directions X extension, the side end of fixing described PCa beam joint portion and the side end of the positive beam of described PCa, and between described PCa beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(2) PCa post beam joint portion is set on the top of described PCa post member, and between adjacent described PCa post beam joint portion, arrange along the PCa reversed beam member of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described PCa and PCa reversed beam member, and the side end of fixing described PCa post beam joint portion and the side end of described PCa reversed beam member, and between described PCa post beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member, fix along the step of the PCa reversed beam member of Y direction extension;
(3) space that is surrounded by the positive beam of PCa according to above-mentioned steps is constructed the tip side of the positive beam of the described PCa floor as floor, the space that is surrounded by PCa reversed beam member is constructed the lower end side of the described PCa reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
6. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of ridge purlin and reversed beam or middle-high building thing repeatedly, comprising:
(1) pars intermedia at the steel frame columns member is provided with the truss-steel beam joint portion, and between adjacent described truss-steel beam joint portion, arrange along the positive beam of steelframe of directions X extension, the side end of fixing described truss-steel beam joint portion and the side end of the positive beam of described steelframe, and fixing along the step of the positive beam of steelframe of Y direction extension between the described truss-steel beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe;
(2) steel frame columns beam joint portion is set on the top of described steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the steelframe reversed beam member of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes the positive beam of described steelframe and steelframe reversed beam member, and the side end of fixing described steel frame columns beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described steel frame columns beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(3) space that is surrounded by the positive beam of steelframe according to above-mentioned steps is constructed the tip side of the positive beam of the described steelframe floor as floor, the space that is surrounded by steelframe reversed beam member is constructed the lower end side of the described steelframe reversed beam member step as the floor of ceiling surface
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
7. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam up and down is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly, comprising:
(1) pars intermedia at PCa post member is provided with PCa beam joint portion, and between adjacent described PCa beam joint portion, arrange along the PCa reversed beam member of directions X extension, the side end of fixing described PCa beam joint portion and the side end of described PCa reversed beam member, and fixing along the step of the PCa reversed beam member of Y direction extension between the described PCa beam joint portion and according to the sidepiece of occasion between described PCa reversed beam member;
(2) PCa post beam joint portion is set on the top of described PCa post member, and between adjacent described PCa post beam joint portion, arrange along the positive beam of PCa of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described PCa reversed beam member and the positive beam of PCa, and the side end of fixing described PCa post beam joint portion and the side end of the positive beam of described PCa, and between described PCa post beam joint portion and according to the sidepiece of occasion between the positive beam of described PCa, fix along the step of the positive beam of PCa of Y direction extension;
(3) space that is surrounded by PCa reversed beam member according to above-mentioned steps is constructed the lower end side of the described PCa reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of PCa is constructed the tip side of the positive beam of the described PCa step as the floor of floor
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
8. the construction method of a building is characterized in that measure-alike between the top that makes at the beam of levels, and whole constructing to beam is arranged alternately in the construction method into the low layer of reversed beam and ridge purlin or middle-high building thing repeatedly, comprising:
(1) pars intermedia at the steel frame columns member is provided with the truss-steel beam joint portion, and between adjacent described truss-steel beam joint portion, arrange along the steelframe reversed beam member of directions X extension, the side end of fixing described truss-steel beam joint portion and the side end of described steelframe reversed beam member, and fixing along the step of the steelframe reversed beam member of Y direction extension between the described truss-steel beam joint portion and according to the sidepiece of occasion between described steelframe reversed beam member;
(2) steel frame columns beam joint portion is set on the top of described steel frame columns member, and between adjacent described steel frame columns beam joint portion, arrange along the positive beam of steelframe of directions X extension, and be arranged in the identical position of height of height and following one deck between the upper end of the upper end that makes described steelframe reversed beam member and the positive beam of steelframe, and the side end of fixing described steel frame columns beam joint portion and the side end of the positive beam of described steelframe, and between described steel frame columns beam joint portion and according to the sidepiece of occasion between the positive beam of described steelframe, fix along the step of the steelframe reversed beam member of Y direction extension;
(3) space that is surrounded by steelframe reversed beam member according to above-mentioned steps is constructed the lower end side of the described steelframe reversed beam member floor as ceiling surface, the space that is surrounded by the positive beam of steelframe is constructed the tip side of the positive beam of the described steelframe step as the floor of floor
By carrying out described each step repeatedly, construct for the height of the interior space that makes adjacent levels inequality.
9. the construction method of a building is characterized in that constructing the space that is used for air draft or environment friendly system is set in the space that obtains according to any described mode in the claim 1 to 8.
10. the construction method of a building is characterized in that in the space that obtains according to any described mode in the claim 1 to 8, floor is constructed form two-layer or three layers for part or all that makes the highly higher interior space.
11. the construction method of a building, it is characterized in that in the space that obtains according to any described mode in the claim 1 to 8, the place ahead, the outside that is positioned at the beam of the side that sunshine can shine is furnished with solar panel, the solar energy that will obtain by described solar panel sends the electrical storage device that is arranged in the article container space that high solid space that utilization obtains according to the different height in described resident family space constructs to via the distribution that connects, and save as electric energy, to each resident family this electric power storage can be supplied to various load machines in the resident family space thus.
12. the construction method of building according to claim 11 is characterized in that described electrical storage device comprises battery, control device and imports distribution board, and is providing the electric power storage energy by the various load machines of timer official hour section in the resident family space.
13. the construction method of building according to claim 12 is characterized in that the electric power storage means of lithium battery as electrical storage device.
CN2008801285241A 2008-04-01 2008-04-01 Constructing method of building Pending CN101999021A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914668A (en) * 2019-03-12 2019-06-21 中国核电工程有限公司 Nuclear power factory building roof is anti-to throw building structure

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101387602B1 (en) * 2011-08-04 2014-05-22 정인철 Multi-storied Korean-style House by Combined Structural System
JP5773221B2 (en) * 2012-08-24 2015-09-02 積水ハウス株式会社 Balcony with solar panels
US20150308096A1 (en) * 2012-10-18 2015-10-29 Merhis Pty Ltd Methods, systems and components for multi-storey building construction
JP6393498B2 (en) * 2014-03-27 2018-09-19 株式会社竹中工務店 Column beam structure and method for constructing column beam structure
CN105113626B (en) * 2015-08-19 2018-01-05 广西矿建集团有限公司 Cast-in-place post precast beam construction method
CN105839934B (en) * 2016-03-17 2017-10-20 浙江省建筑设计研究院 Skyscraper rectifying by jack up Horizontal limiting construction manufacturing method and tools
CN116607820B (en) * 2023-07-18 2023-10-03 山西一建集团有限公司 Main supporting steel frame structure of assembled floor

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62197540A (en) * 1986-02-24 1987-09-01 清水建設株式会社 Structure of building
JPH0699963B2 (en) * 1988-03-16 1994-12-12 株式会社フジタ Prestressed RPC method and prestressed PC columns with beams
JPH11206037A (en) * 1998-01-13 1999-07-30 Et:Kk Solar battery unit and structure utilizing the same
JPH11311026A (en) * 1998-04-28 1999-11-09 Kumagai Gumi Co Ltd Method of connecting column and steel beam in steel framed erection with a plurality of stories as a section
JP2001020539A (en) * 1999-07-08 2001-01-23 Sato Benec Co Ltd Power saving and water saving type building
JP2002285714A (en) * 2000-04-27 2002-10-03 Sato Benec Co Ltd Underfloor structure of apartment house
JP3612589B2 (en) * 2001-07-03 2005-01-19 啓三 左高 housing complex
JP4636538B2 (en) * 2005-03-24 2011-02-23 株式会社フジタ Construction method of precast reinforced concrete buildings
JP2007107240A (en) * 2005-10-12 2007-04-26 Ntt Facilities Inc Power generation system for outer wall of building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914668A (en) * 2019-03-12 2019-06-21 中国核电工程有限公司 Nuclear power factory building roof is anti-to throw building structure

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