CN208870168U - Portal architecture and its disjunctor component - Google Patents
Portal architecture and its disjunctor component Download PDFInfo
- Publication number
- CN208870168U CN208870168U CN201821165521.2U CN201821165521U CN208870168U CN 208870168 U CN208870168 U CN 208870168U CN 201821165521 U CN201821165521 U CN 201821165521U CN 208870168 U CN208870168 U CN 208870168U
- Authority
- CN
- China
- Prior art keywords
- disjunctor
- main building
- truss
- portal architecture
- main
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a kind of portal architecture and its disjunctor components.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, 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 side of the roof far from the main building of the disjunctor truss；Or the conjoined structure is located at the side of the roof close to the main building of the disjunctor truss or the side of the roof far from the main building positioned at the 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 and its disjunctor component, can not only reduce the deformation of the main building of portal architecture, be also convenient for the construction of portal architecture.
Description
Technical field
The utility model relates to construction engineering technical fields, more particularly to a kind of portal architecture and its disjunctor component.
Background technique
In portal architecture work progress, encircleing the curved shape construction of door type structure and closing up is the most heavy of Engineering Quality Control
Want link.How to control or reduce the lateral deformation of the two 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, influences the precision closed up, to applying
Work requires high.
Utility model content
Based on this, it is necessary to aiming at the problem that how to reduce the two sides main building lateral deformation of portal architecture, provide a kind of door
Formula building and its disjunctor component.
A kind of portal architecture disjunctor component, for connecting two main buildings of 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 is located 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.
It in one of the embodiments, further include girders layer, the quantity of the girders layer is multiple, multiple girders layers
Direction from the bottom of the main building to top is set gradually, and top of the disjunctor truss connection apart from the main building is nearest
Girders layer.
It in one of the embodiments, further include the first tower crane and the second tower crane, first tower crane and second tower
The top for being respectively provided at two main buildings is hung, first tower crane and second tower crane are used for the conjoined structure of constructing,
So that the conjoined structure is located at the side of the roof close to the main building of the disjunctor truss.
Further include in one of the embodiments, first it is inverse make lifting means, described first inverse is located at institute as lifting means
The side far from first tower crane of disjunctor truss is stated, the described first inverse lifting means of making is for the arched door formula knot of constructing
Structure, so that the arched door formula structure is located at the side of the roof far from the main building of the disjunctor truss.
It in one of the embodiments, further include second against lifting means is made, the described second inverse work, which is promoted, is located at the company
The side of the roof far from the main building of body truss, the described second inverse lifting means of making is for the construct conjoined structure and institute
Arch door type structure is stated, so that the conjoined structure and the arch door type structure are sequentially located at the separate master of the disjunctor truss
The side of the roof in building.
Waist-shaped hole is offered on the truss of each girders layer in one of the embodiments,.
The arch door type structure includes multiple sequentially connected units in one of the embodiments,.
A kind of portal architecture, including two main buildings and above-mentioned portal architecture disjunctor component, wherein two main building difference
For the first main building and the second main building.
Each layer of construction adjusted value of first main building and second main building is 1- in one of the embodiments,
3 millimeters.
The high value of each layer of pre- throwing of first main building and second main building is in one of the embodiments,
0.3-0.9 millimeters.
The deformation of above-mentioned portal architecture, two main building is reduced.
Detailed description of the invention
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 embodiment
It is understandable to enable the above objects, features, and advantages of the utility model to become apparent, with reference to the accompanying drawing to this
The specific embodiment of utility model is described in detail.
The construction method of the portal architecture disjunctor component of first embodiment, comprising 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 be using whole
Whole promoted of disjunctor truss 120 after bottom surface is assembled 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 greater than 15 layers of portal architecture.
In one of the embodiments, before step S1, two main building synchronous constructions are further comprised the steps of:, and to two
The main 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 construction,
Construction adjustment is carried out to the main structure of the first main building 110a and the second main building 110b respectively in work progress.Wherein, it constructed
In journey can every layer of structure respectively to the first main building 110a and the second main building 110b carry out construction adjustment, the construction adjusted value
It can be 1-3mm.It, such as can be by it should be noted that construction adjustment can also be carried out using multilayered structure section compensation way
Primary according to the every 6 layers of adjustment of code requirement, the high error of layer of the first main building 110a and the corresponding layer of the second main building 110b is positive and negative
Within 10 millimeters, and the error of the total height of the built structure of the first main building 110a and the second main building 110b is at positive and negative 30 millimeters
Within.
Meanwhile pre- throwing height is carried out to the main structure of the first main building 110a and the second main building 110b respectively in work progress.
Wherein, in work progress can every layer of structure respectively to the first main building 110a and the second main building 110b compensate, the pre- throwing
High value is 0.3-0.9 millimeters.It should be noted that pre- throwing height can also be carried out using multilayered structure section compensation way, 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 institute is right above
The floor answered.
By carrying out construction adjustment to the main structure of the first main building 110a and the second main building 110b respectively in work progress
Height is thrown with pre-, to guarantee 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, construct 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 construction conjoined structure at the top of the close main building of disjunctor truss.
It specifically, can be in the first main building 110a and second as shown in Fig. 2, using disjunctor truss 120 as operation platform
First tower crane 130a and the second tower crane 130b are installed at the top of main building 110b respectively.Pass through the first tower crane 130a and the second tower crane again
Conjoined structure 140 is promoted to designed elevation, and the conjoined structure 140 and the first main building 110a and the second main building 110b by 130b
It is all connected with.It should be noted that first tower crane 130a and the second tower crane 130b are removed after installing conjoined structure 140.
(2) installation first is inverse on disjunctor truss makees lifting means.
Specifically, using disjunctor truss 120 as operation platform, the one of the separate conjoined structure 140 of disjunctor truss 120
Installation first is inverse on side makees lifting means 150.In the present embodiment, the first inverse quantity for making lifting means 150 is two, such as
Shown in Fig. 3.It should be noted that the first inverse quantity for making lifting means 150 may be one, three and with first-class,
This and with no restriction.
(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, installs respectively to these separate units.
Then, face against lifting means is made by each unit lifting to designed elevation, and by each unit and disjunctor truss 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 by each unit and disjunctor truss it is interim admittedly
Fixed removal, completes the construction to arch door type structure 160, as shown in Figure 4.
It further comprises the steps of: to close up in disjunctor truss between step (2) and step (3) in one of the embodiments, and apply
Before work, work is measured, to guarantee that actual malformation and design are consistent.It should be noted that GPS system can be used
System etc. measures work.
For high-rise portal architecture, during the first main building 110a and the second main building 110b synchronous construction, together
The solid construction of the end of each girders layer of Shi Jinhang.In other words, in the work progress of the first main building 110a and the second main building 110b,
Carry out the construction of girders layer simultaneously in corresponding floor.In one of the embodiments, the solid construction of the end of a girders layer include with
Lower step:
(1) it successively constructs each girders layer, the crossbeam of each girders layer and the main structure of main building immediately following the floor of each main building
It is connected.
Specifically, as shown in Figure 1, during the first main building 110a and the second main building 110b synchronous construction, 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 main 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 main 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
The connection of body structure.
(3) the nearest girders layer in the top apart from 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 and lowest level truss (i.e. truss in the first girders layer) are intermediate
There is multiple tracks truss, solid eventually is sequentially construction completion top truss crossbeam, then its web member for closely following lower truss of constructing.
It should be noted that answering sinking for real-time monitoring the first main building 110a and the second main building 110b in above steps
Drop, deformation and stress etc., also want the stress and deformation of real-time monitoring key position.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 the lateral deformation of two sides main building.Construction arch door type structure afterwards, reduces closure segment in construction
Self weight, it is advantageous to reduce the lateral deformation of two sides main building.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 disjunctor truss top 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 projects, 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, it can use and interim boist truss is installed, 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, comprising 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., first is main
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 bottom surface is assembled 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.
In one of the embodiments, before step S1, two main building synchronous constructions are further comprised the steps of:, and to two
The main 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 construction,
Construction adjustment is carried out to the main structure of the first main building 210a and the second main building 210b respectively in work progress.Wherein, it constructed
In journey can every layer of structure respectively to the first main building 210a and the second main building 210b carry out construction adjustment, the construction adjusted value
It can be 1-3mm.It, such as can be by it should be noted that construction adjustment can also be carried out using multilayered structure section compensation way
Primary according to the every 6 layers of adjustment of code requirement, the high error of layer of the first main building 210a and the corresponding layer of the second main building 210b is positive and negative
Within 10 millimeters, and the error of the total height of the built structure of the first main building 210a and the second main building 210b is at positive and negative 30 millimeters
Within.
Meanwhile pre- throwing height is carried out to the main structure of the first main building 210a and the second main building 210b respectively in work progress.
Wherein, in work progress can every layer of structure respectively to the first main building 210a and the second main building 210b compensate, the pre- throwing
High value is 0.3-0.9 millimeters.It should be noted that pre- throwing height can also be carried out using multilayered structure section compensation way, 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 main structure of the first main building 210a and the second main building 210b respectively in work progress
Height is thrown with pre-, to guarantee 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, construct 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, herein and with no restriction.In addition, this
Two it is inverse as lifting means may be inverse described in above-mentioned steps (1) to make lifting means.
(3) face against lifting means is made by each unit lifting to designed elevation, and by unit and disjunctor truss 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, installs 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 by each unit and disjunctor truss it is interim admittedly
Fixed removal, completes the construction to arch door type structure 260, as shown in Figure 5.
It further comprises the steps of: to close up in disjunctor truss between step (2) and step (3) in one of the embodiments, and apply
Before work, work is measured, to guarantee that actual malformation and design are consistent.It should be noted that GPS system can 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 the lateral deformation of two sides main building.Construction arch door type structure afterwards, reduces closure segment in construction
Self weight, it is advantageous to reduce the lateral deformation of two sides main building.The mode of this adverse construction method is set up framed bent without time-consuming, effort, is saved
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 arch
Door type 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
Roof direction of the girders layer 170c from bottom surface toward main building is set gradually, the first girders layer 170a, the second girders layer 170b and
Spacing between three girders layer 170c can be determined according to practice of construction demand.In addition, disjunctor truss 120 connects two thirds
Girders 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 purlin
Rack-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 is separately mounted on the attic of the first main building 110a and the second main building 110b, so as to using disjunctor truss 120 as applying
Work 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, installs respectively to these separate units.At it
In middle one embodiment, which further includes first against lifting means 150 is made, 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, herein and with no restriction.
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 relationship 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 with
And arch door type structure 260.Connection between the structure and all parts of all parts in the portal architecture disjunctor component is closed
As shown in the first embodiment, details are not described herein for system etc..Door described in the portal architecture disjunctor component and first embodiment
Unlike formula building disjunctor component: conjoined structure 240 and arch door type structure 260 are sequentially located at the separate of disjunctor truss 220
The side of the roof of main building.The portal architecture is bottom portal architecture.Make lifting means by inverse and be promoted to conjoined structure 240
Predetermined absolute altitude 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.
As shown in figure 4, the portal architecture of first embodiment includes the first main building 110a and the second main building 110b and above-mentioned
The portal architecture disjunctor component of first embodiment.In the structure and connection relationship such as above-mentioned first embodiment of the portal architecture
It is no longer superfluous herein described in the construction method of portal architecture disjunctor component and the portal architecture disjunctor component of first embodiment
It states.
As shown in fig. 6, the portal architecture of second embodiment includes the first main building 210a and the second main building 210b and above-mentioned
The portal architecture disjunctor component of second embodiment.In the structure and connection relationship such as above-mentioned second embodiment of the portal architecture
It is no longer superfluous herein described in the construction method of portal architecture disjunctor component and the portal architecture disjunctor component of second embodiment
It states.
Above-mentioned portal architecture, deformation are reduced.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, 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, all should be considered as described in this specification.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed,
But it cannot be understood as the limitations to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The protection scope of the utility model.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.
Claims (10)
1. a kind of portal architecture disjunctor component, for connecting two main buildings of the portal architecture, which is characterized in that the gate-type
Building 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, 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.
2. portal architecture disjunctor component according to claim 1, which is characterized in that it further include girders layer, the girders layer
Quantity be it is multiple, direction of multiple girders layers from the bottom of the main building to top is set gradually, the disjunctor truss
The nearest girders layer in top of the connection apart from the main building.
3. portal architecture disjunctor component according to claim 2, which is characterized in that further include the first tower crane and the second tower
It hangs, first tower crane and second tower crane are respectively provided at the top of two main buildings, first tower crane and described
Two tower cranes are for the conjoined structure of constructing, so that the conjoined structure is located at the building close to the main building of the disjunctor truss
The side on top.
4. portal architecture disjunctor component according to claim 3, which is characterized in that further include first it is inverse make lifting means,
The described first inverse side far from first tower crane that the disjunctor truss is located at as lifting means, described first inverse is promoted
Equipment is for the arch door type structure of constructing, so that the arched door formula structure is located at the separate main building of the disjunctor truss
The side of roof.
5. portal architecture disjunctor component according to claim 1, which is characterized in that further include second it is inverse make lifting means,
Described second inverse work promotes the side for being located at the roof far from the main building of the disjunctor truss, and described second sets against promotion is made
It is ready for use on the construct conjoined structure and the arch door type structure, so that the conjoined structure and the arch door type structure successively position
In the side of the roof far from the main building of the disjunctor truss.
6. portal architecture disjunctor component according to claim 2, which is characterized in that opened up on the truss of each girders layer
There is waist-shaped hole.
7. portal architecture disjunctor component according to claim 1-6, which is characterized in that the arch door type structure packet
Include multiple sequentially connected units.
8. a kind of portal architecture, which is characterized in that including two main buildings and such as gate-type of any of claims 1-7
Build disjunctor component, wherein two main buildings are respectively the first main building and the second main building.
9. portal architecture according to claim 8, which is characterized in that first main building and second main building it is each
The construction adjusted value of layer is 1-3 millimeters.
10. portal architecture disjunctor component according to claim 8, which is characterized in that first main building and described second
The high value of each layer of pre- throwing of main building is 0.3-0.9 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821165521.2U CN208870168U (en) | 2018-07-23 | 2018-07-23 | Portal architecture and its disjunctor component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821165521.2U CN208870168U (en) | 2018-07-23 | 2018-07-23 | Portal architecture and its disjunctor component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208870168U true CN208870168U (en) | 2019-05-17 |
Family
ID=66463366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821165521.2U Active CN208870168U (en) | 2018-07-23 | 2018-07-23 | Portal architecture and its disjunctor component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208870168U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661167A (en) * | 2018-07-23 | 2018-10-16 | 上海建工建集团有限公司 | The construction method and disjunctor component of portal architecture disjunctor component |
-
2018
- 2018-07-23 CN CN201821165521.2U patent/CN208870168U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661167A (en) * | 2018-07-23 | 2018-10-16 | 上海建工建集团有限公司 | The construction method and disjunctor component of portal architecture disjunctor component |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107012949B (en) | Lifting method of large-span steel corridor | |
| CN100577915C (en) | Erection method of large-span continuous steel truss arch | |
| CN106930541B (en) | Construction method of hanging type steel corridor | |
| CN103075025B (en) | Integral lifting construction method for giant cantilever steel asymmetric structure of high-rise building | |
| CN105781124B (en) | A kind of Super High two tall buildings Steel corridor installation method | |
| CN106522101B (en) | A kind of construction method of cable-stayed bridge overlength cordless beam section | |
| CN107700360A (en) | A kind of assembling method of truss bridge section | |
| CN102979313A (en) | High-altitude lifting construction method for overweight steel truss of transferring layer | |
| CN107060105A (en) | Lifting construction method for multiple steel galleries between tower buildings | |
| CN106759909B (en) | Bearing structure system and its construction method are hung up under one kind | |
| CN108016971A (en) | The installation method of elevator | |
| CN208870168U (en) | Portal architecture and its disjunctor component | |
| CN111914458B (en) | Method for controlling line shape of arch ring of reinforced concrete arch bridge | |
| CN111809888A (en) | Construction method of large-span irregular truss | |
| CN108661167A (en) | The construction method and disjunctor component of portal architecture disjunctor component | |
| CN207159827U (en) | No. 1 plate installation and positioning structure in No. 0 block of Wavelike steel webplate bridge | |
| CN108842954A (en) | Installation and construction method of huge different-section honeycomb beam structure system of wing-shaped roof | |
| CN105484166B (en) | A kind of ladder type masts type cantilever loop wheel machine | |
| CN209145256U (en) | The dedicated climbing frame of assembled architecture | |
| CN106193284B (en) | The installation method and mounting structure of large span space drop level continuous truss frame | |
| CN104775363B (en) | The spelling method of upper king-post strut reinforcing bar sections | |
| CN109763431A (en) | A kind of bridge tower hydraulic climbing formwork is without pulling rod formwork construction method | |
| CN210458919U (en) | Steel-concrete composite beam and concrete pier connecting structure | |
| CN108019225A (en) | Hydraulic moving formula subway station side wall formwork jumbo | |
| CN209603470U (en) | Hanging job platform under Core Walls Structure mould bases |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |