CN108661167A - The construction method and disjunctor component of portal architecture disjunctor component - Google Patents
The construction method and disjunctor component of portal architecture disjunctor component Download PDFInfo
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- CN108661167A CN108661167A CN201810811323.7A CN201810811323A CN108661167A CN 108661167 A CN108661167 A CN 108661167A CN 201810811323 A CN201810811323 A CN 201810811323A CN 108661167 A CN108661167 A CN 108661167A
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- 239000007787 solid Substances 0.000 claims description 7
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- 229910000831 Steel Inorganic materials 0.000 description 4
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Classifications
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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
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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
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The present invention relates to a kind of construction method of portal architecture disjunctor component and disjunctor components.The construction method of the portal architecture disjunctor component, includes the following steps：Disjunctor truss is built between two main buildings of portal architecture, the disjunctor truss connects described two main buildings；By the disjunctor truss, construct conjoined structure and/or arch door type structure.The construction method and disjunctor component of above-mentioned portal architecture disjunctor component, first disjunctor truss is built between two main buildings of portal architecture, again using the disjunctor truss as operation platform, construction conjoined structure and/or arch door type structure are conducive to the lateral deformation for inhibiting both sides main building to be initially formed lateral support by disjunctor truss, in addition, construction arch door type structure afterwards, reduces the dead weight of closure segment in construction, is further conducive to reduce the lateral deformation of both sides main building.
Description
Technical field
The present invention relates to architectural engineering construction technique fields, more particularly to a kind of construction party of portal architecture disjunctor component
Method and disjunctor component.
Background technology
In portal architecture work progress, it is the most heavy of Engineering Quality Control to encircle the curved shape construction of door type structure and close up
Want link.How to control or reduce the lateral deformation of the both sides main building caused in the construction of portal architecture conjoined structure is one in construction
Big difficult point.In addition, for high-rise portal architecture, usually only one of high-altitude connection steel truss, and truss frame for connecting lower part steel
Structure is often first constructed, without enough high-formwork construction working spaces.Lower part gate-type can be occupied according to console mode scaffold
The work surface of curvilinear structures, also above hundred meters, stability is difficult to ensure bearing height.The connection steel truss of high-rise portal architecture is normal
Using lower part curve steel structure as operation platform, close up together with substructure, forms an arch being consistent with design conditions
Whole, this method cantilever design generates eccentric load before closing up, and causes structure additional deformation, the precision closed up is influenced, to applying
Work requires high.
Invention content
Based on this, it is necessary to the problem of for the both sides main building lateral deformation for how reducing portal architecture, provide a kind of door
Formula builds the construction method and disjunctor component of disjunctor component.
A kind of construction method of portal architecture disjunctor component, includes the following steps：
Disjunctor truss is built between two main buildings of portal architecture, the disjunctor truss connects described two main buildings；
By the disjunctor truss, construct conjoined structure and/or arch door type structure.
Disjunctor truss, the disjunctor truss are built between two main buildings of portal architecture in one of the embodiments,
Further include step before the step of connecting described two main buildings：Described two main building synchronous constructions, and to described two main buildings
Agent structure carries out construction adjustment and pre- throwing is high.
In one of the embodiments, by the disjunctor truss, construction conjoined structure and/or arch door type structure the step of
Including：
In the side construction conjoined structure close to the top of the main building of the disjunctor truss；
Installation first is inverse on the disjunctor truss makees lifting means；
Using described first it is inverse make lifting means, by each unit lifting to designed elevation, and by the unit with it is described
Disjunctor truss is fixed temporarily, wherein the unit refers to the multiple units for forming the arched door formula STRUCTURE DECOMPOSITION；
All unit liftings in place after, carry out integral position check, and all units are adjusted to pre- bidding
It is high；
All units are connected into integral, i.e., the described arch door type structure.
It is constructed in one of the embodiments, in described two main buildings to after closing up height, the disjunctor truss is installed
After step, before the step of conjoined structure is constructed in the side close to the top of the main building of the disjunctor truss, also wrap
Include step：Before the disjunctor truss closure construction, work is measured.
In one of the embodiments, during described two main building synchronous constructions, it is carried out at the same time each girders layer
The end solid construction of solid construction eventually, each girders layer includes the following steps：
It constructs successively each girders layer immediately following the floor of each main building, crossbeam and the main building of each girders layer
Agent structure is connected；
The truss web of each girders layer is connect with the agent structure of the main building；
The nearest girders layer in the top of main building described in distance in each girders layer in each main building is passed through
The disjunctor truss connection.
In one of the embodiments, by the disjunctor truss, construction conjoined structure and/or arch door type structure the step of
Including：
In the side construction conjoined structure of the roof far from the main building of the disjunctor truss；
Installation second is inverse on the conjoined structure makees lifting means；
Using described second it is inverse make lifting means, by each unit lifting to designed elevation, and by the unit with it is described
Disjunctor truss is fixed temporarily, wherein the unit refers to the multiple units for forming the arched door formula STRUCTURE DECOMPOSITION；
All unit liftings in place after, carry out integral position check, and all units are adjusted to pre- bidding
It is high；
All units are connected into integral, i.e., the described arch door type structure.
The value of the construction adjustment is 1-3 millimeters in one of the embodiments,.
The high value of the pre- throwing is 0.3-0.9 millimeters in one of the embodiments,.
Disjunctor truss, the disjunctor truss are built between two main buildings of portal architecture in one of the embodiments,
Further include step before the step of connecting described two main buildings：Described two main buildings are separately constructed, the construction of described two main buildings
Height difference is less than 10 layers, and controls the deformation difference after described two main building constructions within 10 millimeters.
The construction method of above-mentioned portal architecture disjunctor component first builds disjunctor purlin between two main buildings of portal architecture
Frame, then using the disjunctor truss as operation platform, construct conjoined structure and/or arch door type structure, to first by disjunctor truss
Lateral support is formed, the lateral deformation for inhibiting both sides main building is conducive to, in addition, rear construction arch door type structure, reduces and closed in construction
Hold together the dead weight of section, is further conducive to reduce the lateral deformation of both sides main building.
A kind of portal architecture disjunctor component, two main buildings for connecting the portal architecture, wherein the portal architecture
Disjunctor component include connect described two main buildings disjunctor truss and conjoined structure and/or arch door type structure；
The conjoined structure is located at the side of the roof close to the main building of the disjunctor truss, the arch door type structure
Positioned at the side of the roof far from the main building of the disjunctor truss；
Or the conjoined structure and the arch door type structure are sequentially located at the separate main building of the disjunctor truss
The side of roof；
Or the conjoined structure is located at the side of the roof close to the main building of the disjunctor truss or positioned at described
The side of the roof far from the main building of disjunctor truss；
Or the arched door formula structure is located at the side of the roof far from the main building of the disjunctor truss.
Above-mentioned portal architecture disjunctor component, can not only reduce the deformation of the main building of portal architecture, be also convenient for portal architecture
Construction.
Description of the drawings
Fig. 1 builds the structural schematic diagram after disjunctor truss between two main buildings for the portal architecture of first embodiment；
Fig. 2 is structural schematic diagram of the portal architecture after conjoined structure of constructing shown in Fig. 1；
Fig. 3 is structural schematic diagram of the portal architecture shown in Fig. 2 in installation first against after making lifting means；
Fig. 4 is structural schematic diagram of the portal architecture shown in Fig. 3 after door type structure is encircleed in construction；
Fig. 5 builds the structural schematic diagram after disjunctor truss between two main buildings for the portal architecture of second embodiment；
Fig. 6 is structural schematic diagram of the portal architecture shown in Fig. 5 in construction conjoined structure and after encircleing door type structure.
Specific implementation mode
To make the above purposes, features and advantages of the invention more obvious and understandable, below in conjunction with the accompanying drawings to the present invention
Specific embodiment be described in detail.
The construction method of the portal architecture disjunctor component of first embodiment, includes the following steps：
S1：Disjunctor truss is built between two main buildings of portal architecture.
Specifically, in two main buildings of portal architecture, i.e. the first main building 110a and the second main building 110b, construction is to closing up height
After degree, method installation top disjunctor truss 120 is closed up using cantilever, as shown in Figure 1.It should be noted that can also use whole
Whole promoted of disjunctor truss 120 after the assembly of bottom surface is arrived specified position by lift method.In addition, the portal architecture is high level
Portal architecture, wherein high-rise portal architecture refers to that floor is more than 15 layers of portal architecture.
Further include step in one of the embodiments, before step S1：Two main building synchronous constructions, and to two
The agent structure of main building carries out construction adjustment and pre- throwing is high.Specifically, the first main building 110a and the second main building 110b synchronous constructions,
Construction adjustment is carried out to the agent structure of the first main building 110a and the second main building 110b respectively in work progress.Wherein, it constructed
Can construction adjustment be carried out to every layer of structure of the first main building 110a and the second main building 110b respectively in journey, which can
Think 1-3mm.It, such as can be according to it should be noted that construction adjustment can also be carried out using multilayered structure section compensation way
The every 6 layers of adjustment of code requirement is primary, and the floor height error of the first main building 110a and the second corresponding layers of main building 110b is positive and negative 10
Millimeter within, and the error of the total height of the built structure of the first main building 110a and the second main building 110b positive and negative 30 millimeters it
It is interior.
Meanwhile pre- throwing height is carried out to the agent structure of the first main building 110a and the second main building 110b respectively in work progress.
Wherein, every layer of structure of the first main building 110a and the second main building 110b can be compensated respectively in work progress, the pre- throwing
High value is 0.3-0.9 millimeters.It should be noted that multilayered structure section compensation way can also be used to carry out pre- throwing height, such as
It can be primary according to the every 12 layers of adjustment of code requirement.Further, the pre- throwing of construction is high in superelevation knot in one of the embodiments,
The middle and lower part of structure is positive value, is negative value in the middle and upper part of super-high structure.Wherein, super-high structure is by taking 30 layers of portal architecture as an example,
Middle and lower part also refers to 10 layers and its following corresponding floor, and middle and upper part also refers to 20 layers and its corresponding above
Floor.
By carrying out construction adjustment to the agent structure of the first main building 110a and the second main building 110b respectively in work progress
Height is thrown with pre-, to ensure the structure construction Deformation control requirement of the first main building 110a and the second main building 110b.
In other embodiments, if the first main building 110a and the second main building 110b is asynchronous constructs, the first main building
The construction height difference of 110a and the second main building 110b are preferably less than 10 layers.In addition, the first main building 110a and the second main building 110b after construction
Deformation difference should control within 10 millimeters.
S2：By disjunctor truss, construction conjoined structure and arch door type structure.
Specifically, in the present embodiment, portal architecture is high-rise portal architecture.Using disjunctor truss 120 as operation platform,
Successively in the top of disjunctor truss 120 (i.e. the side of the roof of the close main building of disjunctor truss 120) construction conjoined structure, even
The lower section construction arch door type structure of body truss 120.
In one of the embodiments, by disjunctor truss, the step of construction conjoined structure and arch door type structure include with
Lower step：
(1) in the side at the top of the close main building of disjunctor truss construction conjoined structure.
Specifically, it as shown in Fig. 2, using disjunctor truss 120 as operation platform, can be led in the first main building 110a and second
First tower crane 130a and the second tower crane 130b are installed at the top of building 110b respectively.Pass through the first tower crane 130a and the second tower crane again
Conjoined structure 140 is promoted to designed elevation by 130b, and the conjoined structure 140 and the first main building 110a and the second main building 110b are equal
Connection.It should be noted that after installing conjoined structure 140, the first tower crane 130a and the second tower crane 130b are removed.
(2) installation first is inverse on disjunctor truss makees lifting means.
Specifically, using disjunctor truss 120 as operation platform, in the side of the separate conjoined structure 140 of disjunctor truss 120
Upper installation first is inverse to make lifting means 150.In the present embodiment, the first inverse quantity for making lifting means 150 is two, such as Fig. 3
It is shown.It should be noted that the first inverse quantity for making lifting means 150 may be one, three and with first-class, herein simultaneously
It is not restricted.
(3) using first it is inverse make lifting means, by each unit lifting to designed elevation, and by the unit and disjunctor truss
It is fixed temporarily.
Wherein, unit refers to the multiple units for forming arched door formula STRUCTURE DECOMPOSITION.Specifically, will arch door type structure into
Row decomposes, and is divided into several separate units, and set up interim moulding bed on ground, is installed respectively to these separate units.
Then, by each unit lifting to designed elevation, and each unit and disjunctor truss are faced against lifting means is made using first
When fix.
(4) all unit liftings in place after, carry out integral position check, and all units adjusted to default absolute altitude.
Specifically, after each unit and disjunctor truss are fixed temporarily by step (3), arched door that all units are constituted
The integral position of formula structure is checked, and this its adjust to default absolute altitude.To be further reduced error.It needs to illustrate
It is that can be checked by GPS system etc., further increase the accuracy of check.
(5) all units are connected integral.
Specifically, all units are integral by the connection such as welding, then each unit and the interim of disjunctor truss are consolidated
Fixed removal completes the construction to encircleing door type structure 160, as shown in Figure 4.
Further include in one of the embodiments, step between step (2) and step (3)：Close up in disjunctor truss and applies
Before work, work is measured, to ensure that actual malformation is consistent with design.It should be noted that GPS systems may be used
System etc. measures work.
For high-rise portal architecture, during the first main building 110a and the second main building 110b synchronous constructions, together
The end solid construction of each girders layers of Shi Jinhang.In other words, in the work progress of the first main building 110a and the second main building 110b,
Corresponding floor is carried out at the same time the construction of girders layer.The end of a girders layer solid construction in one of the embodiments, includes following
Step：
(1) floor for closely following each main building is constructed each girders layer, the crossbeam of each girders layer and the agent structure of main building successively
It is connected.
Specifically, as shown in Figure 1, during the first main building 110a and the second main building 110b synchronous constructions, corresponding
Floor build girders layer, including the first girders layer 170a, the second girders layer 170b and third girders layer 170c.Wherein, respectively
The crossbeam of girders layer is connected with the agent structure of corresponding main building.It should be noted that the quantity of girders layer is according to practice of construction
It needs to be determined, it is not limited to three layers of girders layer.
Further, waist-shaped hole is offered on the truss of each girders layer, so as to adjust truss by the waist-shaped hole
Vertical displacement.It should be noted that round hole etc. can also be opened up on truss.
(2) truss web of each girders layer and the agent structure of main building are connected.
Specifically, the truss web of each girders layer described in above-mentioned steps (1) also simultaneously with the master of corresponding main building
Body structure connects.
(3) girders layer nearest apart from the top of main building in each girders layer in each main building is connected by disjunctor truss
It connects.
Specifically, in the present embodiment, the corresponding third truss 170c in step (2) is passed through into disjunctor truss 120
Connection, as shown in Figure 2.It should be noted that disjunctor truss 120 is intermediate with lowest level truss (i.e. truss in the first girders layer)
There is a multiple tracks truss, it is solid eventually to be sequentially that top truss crossbeam is completed in construction, then construct that it closely follows the web member of lower truss.
It should be noted that in above steps, the heavy of the first main building 110a and the second main building 110b should be monitored in real time
Drop, deformation and stress etc., will also monitor stress and the deformation of key position in real time.In addition, measuring main building using measuring technique
Absolute altitude and verticality, and be modified in construction.
Using the construction method of above-mentioned portal architecture disjunctor component, by adverse construction method mode, by applying disjunctor knot in advance
Structure forms lateral support, is conducive to inhibit both sides main building lateral deformation.Construction arch door type structure afterwards, reduces closure segment in construction
Dead weight, it is advantageous to reduce both sides main building lateral deformation.The mode of this adverse construction method is also convenient for constructing.
It should be noted that in some embodiments, it is also possible to only the top of disjunctor truss construct conjoined structure or
Only in the lower section of disjunctor truss construction arch door type structure.Specific construction method is as described in above-described embodiment, and details are not described herein.
In Practical Project, for low layer portal architecture, in the construction process, without building girders layer, therefore, and
There is no the frames of truss.For bottom portal architecture, the interim boist truss of installation may be used, then with the interim boist truss
As adverse construction method platform, progress is inverse to make structure construction.
Specifically, the construction method of the portal architecture disjunctor component of second embodiment, includes the following steps：
S10：Disjunctor truss is built between two main buildings of portal architecture.
Specifically, in the present embodiment, which is two main buildings of the portal architecture in portal architecture, i.e., the first master
Building 210a and the second main building 210b constructs to after closing up height, closes up method installation top disjunctor truss 220 using cantilever and (faces
When boist truss), as shown in Figure 5.At this point, interim boist truss is as adverse construction method platform.It should be noted that can also adopt
With Integral Lifting, the interim boist truss after the assembly of bottom surface is integrally promoted to specified position.Wherein, low layer gate-type is built
Build the portal architecture for referring to that floor is less than or equal to 15 layers.
Further include step in one of the embodiments, before step S1：Two main building synchronous constructions, and to two
The agent structure of main building carries out construction adjustment and pre- throwing is high.Specifically, the first main building 210a and the second main building 210b synchronous constructions,
Construction adjustment is carried out to the agent structure of the first main building 210a and the second main building 210b respectively in work progress.Wherein, it constructed
Can construction adjustment be carried out to every layer of structure of the first main building 210a and the second main building 210b respectively in journey, which can
Think 1-3mm.It, such as can be according to it should be noted that construction adjustment can also be carried out using multilayered structure section compensation way
The every 6 layers of adjustment of code requirement is primary, and the floor height error of the first main building 210a and the second corresponding layers of main building 210b is positive and negative 10
Millimeter within, and the error of the total height of the built structure of the first main building 210a and the second main building 210b positive and negative 30 millimeters it
It is interior.
Meanwhile pre- throwing height is carried out to the agent structure of the first main building 210a and the second main building 210b respectively in work progress.
Wherein, every layer of structure of the first main building 210a and the second main building 210b can be compensated respectively in work progress, the pre- throwing
High value is 0.3-0.9 millimeters.It should be noted that multilayered structure section compensation way can also be used to carry out pre- throwing height, such as
It can be primary according to the every 12 layers of adjustment of code requirement.Further, the pre- throwing of construction is high in superelevation knot in one of the embodiments,
The middle and lower part of structure is positive value, is negative value in the middle and upper part of super-high structure.Wherein, super-high structure is by taking 30 layers of portal architecture as an example,
Middle and lower part also refers to 10 layers and its following corresponding floor, and middle and upper part also refers to 20 layers and its corresponding above
Floor.
By carrying out construction adjustment to the agent structure of the first main building 210a and the second main building 210b respectively in work progress
Height is thrown with pre-, to ensure the structure construction Deformation control requirement of the first main building 210a and the second main building 210b.
In other embodiments, if the first main building 210a and the second main building 210b is asynchronous constructs, the first main building
The construction height difference of 210a and the second main building 210b are preferably less than 10 layers.In addition, the first main building 210a and the second main building 210b after construction
Deformation difference should control within 10 millimeters.
S20：By disjunctor truss, construction conjoined structure and arch door type structure.
Specifically, the interim boist truss constructed using in step S10 is as operation platform, respectively successively interim
The lower section construction conjoined structure and arch door type structure of boist truss.
In one of the embodiments, by disjunctor truss, the step of construction conjoined structure and arch door type structure include with
Lower step：
(1) in the side of the roof of the separate main building of disjunctor truss construction conjoined structure.
Specifically, using interim boist truss as operation platform, installation is inverse on the interim boist truss makees lifting means,
Inverse make lifting means by this again conjoined structure 240 is promoted to designed elevation, and the conjoined structure 240 and the first main building 210a
It is all connected with the second main building 210b, as shown in Figure 6.
(2) installation second is inverse on conjoined structure makees lifting means.
Specifically, using interim boist truss as operation platform, in one far from interim boist truss of conjoined structure 240
Installation second is inverse on side makees lifting means.In the present embodiment, the second inverse quantity for making lifting means is two.It needs to illustrate
It is that the second inverse quantity for making lifting means may be one, three and with first-class, not be restricted herein.In addition, this
Two it is inverse as lifting means may be that inverse described in above-mentioned steps (1) makees lifting means.
(3) by each unit lifting to designed elevation, and unit and disjunctor truss are faced against lifting means is made using second
When fix.
Wherein, unit refers to the multiple units for forming arched door formula STRUCTURE DECOMPOSITION.Specifically, will arch door type structure into
Row decomposes, and is divided into several separate units, and set up interim moulding bed on ground, is installed respectively to these separate units.
Then, using second it is inverse make lifting means, by each unit lifting to designed elevation, and by each unit and interim promote purlin
Frame is fixed temporarily.
(4) all unit liftings in place after, carry out integral position check, and all units adjusted to default absolute altitude.
Specifically, after each unit and disjunctor truss are fixed temporarily by step (3), arched door that all units are constituted
The integral position of formula structure is checked, and this its adjust to default absolute altitude.To be further reduced error.It needs to illustrate
It is that can be checked by GPS system etc., further increase the accuracy of check
(5) all units are connected integral.
Specifically, all units are integral by the connection such as welding, then each unit and the interim of disjunctor truss are consolidated
Fixed removal completes the construction to encircleing door type structure 260, as shown in Figure 5.
Further include in one of the embodiments, step between step (2) and step (3)：Close up in disjunctor truss and applies
Before work, work is measured, to ensure that actual malformation is consistent with design.It should be noted that GPS systems may be used
System etc. measures work.
It should be noted that in some embodiments, it is also possible to not include above-mentioned steps (1), that is to say, that can be direct
The construction arch door type structure under interim boist truss.In addition, in other embodiments, being completed after the conjoined structure that can also construct
Construction.
Using the construction method of above-mentioned portal architecture disjunctor component, by adverse construction method mode, by applying disjunctor knot in advance
Structure forms lateral support, is conducive to inhibit both sides main building lateral deformation.Construction arch door type structure afterwards, reduces closure segment in construction
Dead weight, it is advantageous to reduce both sides main building lateral deformation.The mode of this adverse construction method, without taking, effort sets up framed bent, saves
Working hour is also convenient for constructing.
As shown in figure 4, the portal architecture component of first embodiment includes disjunctor truss 120, conjoined structure 140 and arched door
Formula structure 160.The portal architecture component is used to connect two main buildings of portal architecture, which is respectively the first main building
110a and the second main building 110b.Disjunctor truss 120 connects the first main building 110a and the second main building 110b.Wherein, portal architecture is
High-rise portal architecture.
The portal architecture component further includes girders layer in one of the embodiments, and the quantity of girders layer is multiple.
In the present embodiment, the quantity of the girders layer of the first main building 110a and the second main building 110b is three, respectively the first girders layer
170a, the second girders layer 170b and third girders layer 170c.First girders layer 170a, the second girders layer 170b and third purlin
Roof directions of the rack-layer 170c from bottom surface toward main building is set gradually, the first girders layer 170a, the second girders layer 170b and third
Spacing between girders layer 170c can be determined according to practice of construction demand.In addition, disjunctor truss 120 connects two third purlins
Rack-layer 170c.It should be noted that the quantity of girders layer is determined according to practice of construction needs, it is not limited to three layers of truss
Layer.
Conjoined structure 140 is located at the side of the roof of the close main building of disjunctor truss 120.In one of the embodiments,
The portal architecture disjunctor component further includes the first tower crane 130a and the second tower crane 130b.First tower crane 130a and the second tower crane 130b
It is separately mounted on the attic of the first main building 110a and the second main building 110b, so as to flat using disjunctor truss 120 as construction
Platform is put up conjoined structure 140 by the first tower crane 130a and the second tower crane 130b.
Arch door type structure 160 is located at the side of the roof of the separate main building of disjunctor truss 120.Encircleing door type structure 160 includes
Multiple units, unit refer to the multiple units for forming arched door formula STRUCTURE DECOMPOSITION.Specifically, arch door type structure is divided
Solution, is divided into several separate units, and set up interim moulding bed on ground, is installed respectively to these separate units.At it
In middle one embodiment, the portal architecture disjunctor component further include first it is inverse make lifting means 150, in the remote of disjunctor truss 120
Installation first is inverse on side from conjoined structure 140 makees lifting means 150, which is used for each list
Member is promoted to designed elevation.In the present embodiment, the first inverse quantity for making lifting means 150 is two, as shown in Figure 2.It needs
Illustrate, the first inverse quantity for making lifting means 150 may be one, three and with first-class, not be restricted herein.
Above-mentioned portal architecture disjunctor component, can not only reduce the deformation of the main building of portal architecture, be also convenient for portal architecture
Construction.
It should be noted that in some embodiments, which can not also include conjoined structure
140.In other embodiments, which can not also include arch door type structure.At this point, portal architecture disjunctor
Each structure and connection relation of component are as noted above, and details are not described herein.
As shown in fig. 6, the portal architecture disjunctor component of second embodiment include disjunctor truss 220, conjoined structure 240 and
Encircle door type structure 260.Connection relation between the structure and all parts of all parts in the portal architecture disjunctor component
Deng as shown in the first embodiment, details are not described herein.The portal architecture disjunctor component and the gate-type described in first embodiment
It builds unlike disjunctor component：Conjoined structure 240 and arch door type structure 260 are sequentially located at the separate main of disjunctor truss 220
The side of the roof in building.The portal architecture is bottom portal architecture.By it is inverse make lifting means conjoined structure 240 is promoted to it is pre-
Calibration is high, after completing construction, then constructs to arch door type structure 260.
It should be noted that in some embodiments, conjoined structure is located at the one of the roof of the close main building of disjunctor truss
Side or positioned at disjunctor truss separate main building roof side.In other embodiments, arched door formula structure is located at disjunctor truss
Separate main building roof side.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Several embodiments of the invention above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to the protection of the present invention
Range.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (10)
1. a kind of construction method of portal architecture disjunctor component, which is characterized in that include the following steps：
Disjunctor truss is built between two main buildings of portal architecture, the disjunctor truss connects described two main buildings；
By the disjunctor truss, construct conjoined structure and/or arch door type structure.
2. the construction method of portal architecture disjunctor component according to claim 1, which is characterized in that the two of portal architecture
It builds disjunctor truss between a main building, further includes step before the step of disjunctor truss connects described two main buildings：It is described
Two main building synchronous constructions, and construction adjustment and pre- throwing height are carried out to the agent structure of described two main buildings.
3. the construction method of portal architecture disjunctor component according to claim 2, which is characterized in that pass through the disjunctor purlin
Frame, construct conjoined structure and/or arch door type structure the step of include：
In the side construction conjoined structure close to the top of the main building of the disjunctor truss；
Installation first is inverse on the disjunctor truss makees lifting means；
Using described first it is inverse make lifting means, by each unit lifting to designed elevation, and by the unit and the disjunctor
Truss is fixed temporarily, wherein the unit refers to the multiple units for forming the arched door formula STRUCTURE DECOMPOSITION；
All unit liftings in place after, carry out integral position check, and all units adjusted to default absolute altitude；
All units are connected into integral, i.e., the described arch door type structure.
4. the construction method of portal architecture disjunctor component according to claim 3, which is characterized in that in described two main buildings
After the step of constructing to after closing up height, installing the disjunctor truss, in the disjunctor truss close to the top of the main building
Further include step before the step of side construction conjoined structure in portion：Before the disjunctor truss closure construction, work is measured
Make.
5. the construction method of portal architecture disjunctor component according to claim 3, which is characterized in that in described two main buildings
During synchronous construction, it is carried out at the same time the end solid construction of each girders layer, the end solid construction of each girders layer includes following step
Suddenly：
It constructs successively each girders layer immediately following the floor of each main building, the main body of the crossbeam and the main building of each girders layer
Structure is connected；
The truss web of each girders layer is connect with the agent structure of the main building；
The nearest girders layer in the top of main building described in distance in each girders layer in each main building is passed through described
Disjunctor truss connects.
6. the construction method of portal architecture disjunctor component according to claim 2, which is characterized in that pass through the disjunctor purlin
Frame, construct conjoined structure and/or arch door type structure the step of include：
In the side construction conjoined structure of the roof far from the main building of the disjunctor truss；
Installation second is inverse on the conjoined structure makees lifting means；
Using described second it is inverse make lifting means, by each unit lifting to designed elevation, and by the unit and the disjunctor
Truss is fixed temporarily, wherein the unit refers to the multiple units for forming the arched door formula STRUCTURE DECOMPOSITION；
All unit liftings in place after, carry out integral position check, and all units adjusted to default absolute altitude；
All units are connected into integral, i.e., the described arch door type structure.
7. the construction method of the portal architecture disjunctor component according to any one of claim 2-6, which is characterized in that described
The value for adjustment of constructing is 1-3 millimeters.
8. the construction method of the portal architecture disjunctor component according to any one of claim 2-6, which is characterized in that described
It is 0.3-0.9 millimeters to throw high value in advance.
9. the construction method of the portal architecture disjunctor component according to any one of claim 1, which is characterized in that in gate-type
Disjunctor truss is built between two main buildings of building, before the step of disjunctor truss connects described two main buildings, further includes
Step：Described two main buildings are separately constructed, and the construction height difference of described two main buildings is less than 10 layers, and controls described two main buildings and apply
Deformation difference after work is within 10 millimeters.
10. a kind of portal architecture disjunctor component, two main buildings for connecting the portal architecture, which is characterized in that the door
Formula building disjunctor component include connect described two main buildings disjunctor truss and conjoined structure and/or encircle door type structure；
The conjoined structure is located at the side of the roof close to the main building of the disjunctor truss, and the arched door formula structure is located at
The side of the roof far from the main building of the disjunctor truss；
Or the conjoined structure and the arch door type structure are sequentially located at the roof far from the main building of the disjunctor truss
Side；
Or the conjoined structure is located at the side of the roof close to the main building of the disjunctor truss or is located at the disjunctor
The side of the roof far from the main building of truss；
Or the arched door formula structure is located at the side of the roof far from the main building of the disjunctor truss.
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