CN108951931B - Antidetonation suspension and support, building and method for arranging - Google Patents
Antidetonation suspension and support, building and method for arranging Download PDFInfo
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- CN108951931B CN108951931B CN201811012477.6A CN201811012477A CN108951931B CN 108951931 B CN108951931 B CN 108951931B CN 201811012477 A CN201811012477 A CN 201811012477A CN 108951931 B CN108951931 B CN 108951931B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The present invention provides a kind of antidetonation suspension and support, building and method for arranging, belong to building field, the described method includes: step 1: making full use of BIM technology means, carry out pipeline layout design in building design stage, realize the synchronous coordination that building structure and pipeline layout branch are hung；Step 2: calculating the maximum arrangement spacing of antidetonation suspension and support；Step 3: it calculates constructional column and arranges spacing, arrangement circle | binder forms the construction lacing wire net of closure, reinforced structure stress performance；Step 4: veritifying antidetonation stress performance, the arrangement of appropriate adjustment constructional column and antidetonation suspension and support；Step 5: pipeline it is intensive, can not arrange the position of lateral diagonal, selection can carry the horizontal lateral support of compact of corresponding stress；Step 6: construction column section and arrangement of reinforcement checking computations.The present invention can thoroughly solve the problem of to arrange the comprehensive suspension and support of antidetonation especially its lateral support in narrow tight space.The synthesis suspension and support of pipeline and building are formed whole in the present invention, improve its whole shock resistance.
Description
Technical field
The present invention relates to building field, a kind of antidetonation suspension and support is particularly related to, with the building of the suspension and support and the branch
The method for arranging of hanger.
Background technique
According to " People's Republic of China's building law " and " People's Republic of China's protection against and mitigation of earthquake disasters method " etc., building reply earthquake
Etc. disasters adhere to the policy of " putting prevention first ", have sufficient precautionary measures." building electromechanical engineering earthquake resistant design code " (middle Chinese
People republic standard GB/T 50981-2014) specify that the reference of building electromechanical engineering Aseismic Design standardizes.Build discharge
It is broken to mitigate earthquake after providing fortification against earthquakes for the electromechanical engineerings such as water, heating, ventilation, air-conditioning, combustion gas, heating power, electric power, communication, fire-fighting
It is bad, secondary disaster is prevented, casualties is avoided, economic loss is reduced, accomplishes safe and reliable, technologically advanced, economical rationality, maintenance
It is convenient for management.
In addition antidetonation suspension and support will have longitudinal bracing and lateral support on the basis of general suspension and support.Wherein, it indulges
To support bearing from longitudinal seismic force, lateral support then needs to carry the seismic force from horizontal direction.To meet stress
Requirement, longitudinal bracing and lateral support must be necessarily arranged on the structural elements in building, such as: various beams, various columns or
Load bearing wall etc..In addition, longitudinal direction and lateral support should also meet affixes one's name to inside a fixed spacing in order to meet force request.
The large public building project of such as subway station, should more fully consider safe earthquake-proof requirement.But by city space
It is limited with conditions such as construction costs, it is limited to build interior space.In pipelines traffic areas such as the public corridors in battery limits, can complete each
Special pipelines arrangement is not easy very much, it is generally difficult to guarantee just there is being the structure for lateral support installation every appropriate spacing
Column or other structures body.The lateral antidetonation diagonal brace of suspension and support is positioned to perplex a prominent problem of construction unit.
According to " specification ", it is desirable that provide vertical, longitudinally, laterally three directions support.Wherein, longitudinally and laterally with certain
Angle (generally commonly use 45 degree of angles) diagonal brace is to building top.The lateral demand space of lateral support is with the vertical height for integrating suspension and support
Degree increases and increases, such as: 1 meter high of synthesis suspension and support, lateral support needs are laterally having 1 meter of width.
It is the routing channel of the pipeline of dozens of profession by taking the public corridor in the battery limits of subway station as an example.In corridor
It has been the value for having given full play to every one-inch space that these pipelines are sufficiently arranged often in top.The usual cloth in the public corridor in battery limits
The synthesis suspension and support high more than 2 meters is set, lateral distance masonry interior wall then only has the width of 100-200mm.
Therefore, in the building in the public corridor in battery limits of similar subway station, how antidetonation suspension and support is installed at present also
It is a universal problem.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of antidetonation suspension and support, building and method for arranging, thoroughly solve
The problem of narrow tight space arranges antidetonation suspension and support, especially its lateral support.
In order to solve the above technical problems, present invention offer technical solution is as follows:
On the one hand, the present invention provides a kind of method for arranging of antidetonation suspension and support between floors, comprising:
Step 1: making full use of BIM technology means, carry out pipeline layout design in building design stage, realize building structure
The synchronous coordination hung with pipeline layout branch；
Step 2: carry out antidetonation suspension and support and calculates and design, the maximum arrangement spacing of confirmation antidetonation suspension and support；
Step 3: calculating constructional column and arrange spacing, arrange and enclose along wall vertical separation certain distance with reference to specification | binder is formed
The construction lacing wire net of closure, reinforced structure stress performance；
Step 4: in conjunction with the deployment scenarios of antidetonation suspension and support, veritifying antidetonation stress performance, appropriate adjustment constructional column and antidetonation
The arrangement of suspension and support, it is ensured that effectively carry possible earthquake stress；
Step 5: the decomposition of the earthquake stress of antidetonation suspension and support in all directions is calculated, suitably vertical according to stress selection,
Perpendicular, side three-dimensional supporting member, the pipelines such as the public corridor in battery limits it is intensive, can not arrange the position of lateral diagonal, selection can
Carry the horizontal lateral support of compact of corresponding stress；
Step 6: construction column section and arrangement of reinforcement checking computations, according to seismic force obtained by aforementioned calculating, appropriate mechanical simplified model, into
And the sectional dimension and quantity of reinforcement of the constructional column of the seismic force of carrying lateral support transmitting are acquired, the cement of suitable label is selected,
And confirm constructional column arrangement of reinforcement.
Further, in the step 2, antidetonation suspension and support maximum arranges that the calculation formula of spacing is as follows:
In formula:
L --- water pipe pipeline is lateral and longitudinal antidetonation suspension and support spacing；
l0--- the maximum spacing (m) of antidetonation suspension and support；
The functional coefficient of γ --- non-structural element；
The classification coefficient of ζ --- non-structural element；
ξ1--- coefficient of regime；
ξ2--- position parameter；
αmax--- seismic influence coefficient maximum value；
K --- shock-resistant slant support angle degree regulation coefficient.
Further, in the step 5, the calculation formula of earthquake stress is as follows:
F=γ ζ ξ1ξ2αmaxG
The functional coefficient of γ --- non-structural element；
The classification coefficient of ζ --- non-structural element；
ξ1--- coefficient of regime；
ξ2--- position parameter；
αmax--- seismic influence coefficient maximum value；
The gravity of G --- non-structural element, the relevant personnel, container when should include operation and medium and storing in pipeline
The gravity of article in cabinet；
Wherein, the seismic force calculation formula that lateral support undertakes:
Fc=aEKlcF
Fc--- the seismic force that horizontal lateral support undertakes；
aEK--- horizontal seismic force coefficient of colligation；
lc--- lateral support arranges spacing (m)；
Wherein, the seismic force calculation formula that longitudinal bracing undertakes:
Fz=aEKlzF
Fz--- the seismic force that longitudinal bracing undertakes；
aEK--- horizontal seismic force coefficient of colligation；
lz--- longitudinal bracing arranges spacing (m).
Further, in the step 6, the simplification of mechanical model should be done first, will be enclosed on constructional column | height where binder
It is considered as twisted branch point, constructional column and structure roof connecting part are considered as fixed point, constructional column are considered as one section of simply supported beam, laterally to prop up
Support tie point is stress point, using the seismic force of lateral support transmitting as power, in this, as simplified mechanical model.
Further, in the step 6, the calculation formula of section resistance moment is as follows:
∝s--- section resistance moment value；
MC--- maximal bending moment point moment；
fc--- concrete strength design value；
The width of b --- structure；
h0--- the height of structure；
Wherein, the calculation formula of interior arm of force coefficient is as follows:
γs--- interior arm of force coefficient；
∝s--- interior arm of force coefficient；
Wherein, area of reinforcement calculation formula:
As--- area of reinforcement；
MC--- maximal bending moment point moment；
γs--- interior arm of force coefficient；
fy--- reinforced steel bar strength design value；
h0--- the height of structure.
On the other hand, the present invention provides antidetonation suspension and support used in a kind of above-mentioned method for arranging, including vertical supporting, vertical
To support and lateral support, wherein the lateral support is the horizontal cross support for adapting to 100-500mm and being mounted laterally space.
Further, the lateral support includes the steel channel connector and use for connecting with the channel steel of the vertical supporting
In the column connector being connect with constructional column or structural column, the steel channel connector and column connector be directly connected to by bolt or
Connector is added between the two and is attached by bolt.
Further, the steel channel connector includes first longitudinal direction connecting plate and is connected to first longitudinal direction connecting plate end
The two sides of first cross connecting plate in portion, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side
Wing plate；The column connector includes second longitudinal direction connecting plate and the second transverse direction for being connected to second longitudinal direction connecting plate middle and upper part
The two sides of connecting plate, the second longitudinal direction connecting plate and the second cross connecting plate are provided with the second triangle side wing plate；Described
One cross connecting plate and the second cross connecting plate are directly connected to by bolt；
Alternatively, the steel channel connector includes first longitudinal direction connecting plate and is connected to first longitudinal direction connecting plate end
The two sides of first cross connecting plate, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle flank
Plate；The column connector is identical as the steel channel connector structure；It is additionally provided between the steel channel connector and column connector
Channel steel is connected, the steel channel connector and one end of the connection channel steel are bolted, the column connector and the company
The other end of access slot steel is also by being bolted.
Further, setting is there are two connecting hole on the first longitudinal direction connecting plate and spacing is 35mm；And/or it is described
First cross connecting plate is tongue shape connecting plate；And/or there are two slotted hole and spacing for setting on first cross connecting plate
For 35mm.
Further, setting is there are three connecting hole on the second longitudinal direction connecting plate and spacing is 35mm；And/or it is described
Second cross connecting plate is tongue shape connecting plate；And/or there are two slotted hole and spacing for setting on second cross connecting plate
For 35mm.
In another aspect, the present invention provides a kind of building obtained using above-mentioned method for arranging, including above-mentioned antidetonation branch
Hanger, the building, which is arranged in the middle part of the wall of constructional column, is provided with circle in horizontal direction | and binder forms the construction lacing wire of closure
Net；Lateral support at the position for having structural column, the antidetonation suspension and support is fixed on the structural column；In not structural column
The lateral support at position, the antidetonation suspension and support is fixed on the constructional column.
Further, the building is that subway station and other pipeline arrangement amounts are larger, and build interior for these pipes
The route building relatively narrow by the space arranged.
The advantageous effects of the above technical solutions of the present invention are as follows:
The present invention proposes a kind of method that BIM+ construction lacing wire net places antidetonation suspension and support, thoroughly solves in narrow compact sky
Between the comprehensive suspension and support of arrangement antidetonation, especially its lateral support the problem of.
The present invention strengthens constructional column and circle in building by BIM technology | and the integrity design of binder, formation one are complete
Whole lacing wire net.Pipeline construction is instructed by corresponding result of design, will not be generated due to adjusting pipeline path to constructional column and circle | be
The cutting of beam protects the structure lacing wire net integrality of building.
The lateral support of antidetonation suspension and support and constructional column foundation are correspondingly connected with by the present invention, are held by the structure lacing wire net built
The geological process power of lateral support transmitting is carried, and is verified by reasonable computation, it is ensured that stability under loading.Meanwhile lateral support is to water
Level land brisance no longer decomposes vertical force, reduces the pressure of vertical supporting.Meanwhile lateral support structure part and vertical supporting structure
There has also been optimizations for the stress of part.
After stress optimization, lateral and vertical supporting structural member, especially lateral support structure part selection with use become
More economically.
The method of horizontal lateral seismic support provided by the invention, takes full advantage of comprehensive suspension and support and corridor two sides wall
Lateral space, make it possible that lateral seismic support is installed at narrow zone (100-500mm).
Detailed description of the invention
Fig. 1 is the structural schematic diagram of antidetonation suspension and support lateral support embodiment one of the invention；
Fig. 2 is the use state diagram of antidetonation suspension and support lateral support shown in Fig. 1；
Fig. 3 is the structural schematic diagram of steel channel connector in Fig. 1, wherein (a) is the three-dimensional knot of one angle of steel channel connector
Structure schematic diagram is (b) schematic perspective view of another angle of steel channel connector；
Fig. 4 is the structural schematic diagram of Fig. 1 center pillar connector；
Fig. 5 is the structural schematic diagram of antidetonation suspension and support lateral support embodiment two of the invention；
Fig. 6 is the use state diagram of antidetonation suspension and support lateral support shown in Fig. 5；
Fig. 7 is the structural schematic diagram that lacing wire net and antidetonation suspension and support are constructed in building of the invention；
Fig. 8 is the partial schematic diagram for the antidetonation suspension and support being fixed on constructional column in Fig. 7；
Fig. 9 is the flow diagram of the method for arranging of antidetonation suspension and support of the invention between floors；
Figure 10 is construction lacing wire net and antidetonation suspension and support in one example of building obtained using method for arranging shown in Fig. 9
Partial structural diagram；
Figure 11 is that the part of another example of building (the public corridor in battery limits) obtained using method for arranging shown in Fig. 9 is tied
Structure schematic diagram.
Specific embodiment
To keep the technical problem to be solved in the present invention, technical solution and advantage clearer, below in conjunction with attached drawing and tool
Body embodiment is described in detail.
On the one hand, the present invention provides a kind of antidetonation suspension and support, including vertical supporting, longitudinal bracing and lateral support, wherein
Lateral support is to adapt to 100-500mm, and preferably 100-200mm is mounted laterally the horizontal cross support in space.
In the present invention, lateral support is changed to the horizontal cross support that adaptation 100-500mm is mounted laterally space, it is thus thorough
Bottom solves the problem of narrow tight space arranges antidetonation suspension and support, especially its lateral support.
The structure of above-mentioned lateral support may include:
Steel channel connector realizes the vertical supporting phase with antidetonation suspension and support for connecting with the channel steel of the vertical supporting
Mutually fixed effect；
Column connector, for being connect with constructional column or structural column；
The steel channel connector and column connector by bolt be directly connected to or both between add connector and pass through
Bolt is attached.
Specifically, lateral support preferably uses following two structure type:
Lateral support structure form one:
As shown in Figs 1-4, steel channel connector 01 (can specifically pass through screw for connecting with the channel steel 08 of vertical supporting
06), horizontal including first longitudinal direction connecting plate 11 and the first cross connecting plate 12 for being connected to 11 end of first longitudinal direction connecting plate, first
It is preferably the tongue shape connecting plate extended to connecting plate 12, in order to be directly connected to column connector, first longitudinal direction connecting plate 11
The two sides of first cross connecting plate 12 are provided with the first triangle side wing plate 13, triangle can increase the resistance to compression of structure and resist
Mechanical property is drawn, improves the stability of connector, which is preferably right angled triangle；
Column connector 02 is for connecting (specifically can be by anchor bolt 07), including second longitudinal direction with constructional column 09 or structural column
Connecting plate 21 and the second cross connecting plate 22 for being connected to 21 middle and upper part of second longitudinal direction connecting plate, the second cross connecting plate 22 is preferably
For tongue shape connecting plate, in order to be directly connected to steel channel connector or other connectors, second longitudinal direction connecting plate 21 and second
The two sides of cross connecting plate 22 are provided with the second triangle side wing plate 23, and triangle can increase resistance to compression and the tensile mechanical of structure
Performance improves the stability of connector, which is preferably obtuse triangle；
The structure type one is suitable for the case where lateral space especially small (100-120mm), at this time the first cross connecting plate
12 and second cross connecting plate 22 be directly connected to by bolt 03 (such as link bolt).
Further, for steel channel connector 01, it can be set that there are two connecting holes 14 on first longitudinal direction connecting plate 11
And spacing is 35mm, so that two holes of the channel steel 08 with vertical supporting are correspondingly connected with, meanwhile, on the two hole apertures and channel steel
Open pore size size is close, to increase the convenience and flexibility of installation.
Slotted hole 15 there are two can be set on first cross connecting plate 12, is specifically as follows the aperture of combined shaped, should
The semicircle that combined shaped can be 6mm by two radiuses, and connect the rectangular shape that the length of the two semicircles is 8mm and splice
It forms, the aperture of this combined shaped is to adapt to different clipping room away from providing certain flexibility.Also, two slotted holes
15 intermediate distance can be 35mm, in order to flexibly be connect with other connectors or channel steel, meanwhile, two slotted holes 15
Preferably connective stability can be provided when connecting with other connectors.
Likewise, for column connector 02, can be set on first longitudinal direction connecting plate 21 there are three connecting hole 24 (such as
1, top, lower part 2), spacing can be 35mm, to be correspondingly connected with the hole on column；It can on second cross connecting plate 22
With setting, there are two slotted holes 25, are specifically as follows the aperture of combined shaped, which can be 6mm's by two radiuses
Semicircle, and connect the rectangular shape that the length of the two semicircles is 8mm and be spliced, the aperture of this combined shaped is to adapt to
Different clipping rooms is away from providing certain flexibility.Also, the intermediate distance of two slotted holes 25 can be 35mm, in order to
It is flexibly connect with other connectors or channel steel, meanwhile, two slotted holes 25 can provide more when connecting with other connectors
Connective stability well.
Slotted hole 15,25 on above-mentioned first cross connecting plate 12 and the second cross connecting plate 22 can be aligned with appropriate adjustment
Region provides the flexibility of the installation space of 16mm.
Lateral support structure form two:
As seen in figs. 5-6, steel channel connector 01 is identical as upper structure, including first longitudinal direction connecting plate 11 and is connected to first
The two sides of first cross connecting plate 12 of longitudinally connected 11 end of plate, first longitudinal direction connecting plate 11 and the first cross connecting plate 12 are set
It is equipped with the first triangle side wing plate 13；
Column connector 04 is identical as 01 structure of steel channel connector；
The structure type two is suitable for the case where lateral space bigger (120-500mm), at this time steel channel connector 01 and column
Connection channel steel 05 is additionally provided between connector 04, to increase the length of lateral support, steel channel connector 01 with connect channel steel 05
One end connected by bolt 03, column connector 04 with connect the other end of channel steel 05 also by the connection of bolt 03.This connection
Mode is capable of providing wider array of lateral support installation width range by means of connecting channel steel 05.
To sum up, the present invention provides a kind of compact lateral support antidetonation connector composite structure, structure is simple, can be with
Antidetonation lateral support is provided for pipeline layout suspension and support in small space, can effectively be subway in conjunction with BIM designing technique
It stands and other pipeline arrangement amounts is larger, and build the relatively narrow building in the interior space for the arrangement of these pipeline routes and provide
Antidetonation lateral support；And institute's consumption material is few, good economy performance；It is easy for installation, it can effectively improve the installation effect of worker during installation
Rate；In addition, the antidetonation connector composite structure can provide lateral support force for entire antidetonation support hanger structure, entire group
Structure stabilized structure is closed, anti-seismic performance greatly improves, good using rear safety；It is horizontal to be laterally supported on load level seismic force
When, power level is transmitted on structural body, when avoiding inclination lateral support, because of force resolution reason, stress is expanded；Because of drop
The low stress of material, also just reduces the mechanical requirements of material, thereby reduces the cost of material.This kind of antidetonation connector group
Close the lateral seismic support that structure solves that arrangement of the existing technology is intensive, can not install inclination and be connected to structure roof
The problem of antidetonation suspension and support can not be used under environment；And it reduces the complexity of lateral support structure, reduce its cost, mention
Its high installation effectiveness enhances its anti-seismic performance.
On the other hand, the present invention provides a kind of building, including above-mentioned antidetonation suspension and support.
In building of the invention, sky is mounted laterally since the lateral support of antidetonation suspension and support is changed to adaptation 100-500mm
Between horizontal cross support, thus thoroughly solve narrow tight space arrange antidetonation suspension and support, especially its lateral support
The problem of.
In order to further increase the performance that building bears lateral antidetonation shearing force, building is arranged in the middle part of the wall of constructional column
Circle is provided in horizontal direction | binder forms the construction lacing wire net of closure；At the position for having structural column, the antidetonation suspension and support
Lateral support be fixed on the structural column；Lateral support at the position of not structural column, the antidetonation suspension and support is fixed
On the constructional column.
In the present invention, as Figure 7-8, constructional column 503 and circle | the formation such as binder 502 and beam 504 are closed netted
Structure 501 (i.e. construction lacing wire net), the level of antidetonation suspension and support is laterally supported and fixed on constructional column, when an earthquake occurs, transmitting
Horizontal seismic force to antidetonation suspension and support lateral support is delivered to constructional column, carries this part seismic force by constructional column.
From the very first in the structure base slab of this layer, top is connected in beam and/or structure roof constructional column, in the middle part of constructional column, is led to
Cross circle | and binder (it is general in civil buildings often to claim binder, collar tie beam is generally often claimed in the buildings such as subway, is unitedly called in the present invention
For circle | binder) connection reticulates, and general setting is enclosed together | binder, in the height of door, such as 2.3 meters of height.When high (or the layer of wall
It is high) more than 7 meters, twice circle should be set | binder.
In fig. 8,601 be antidetonation suspension and support vertical supporting, 602 for the present invention in lateral support above-mentioned, 603 be vertical
To support.It should be noted that be usually provided with and build a wall between constructional column 503 in Fig. 7, to form different rooms, circle |
Binder 502 is generally arranged at build a wall on, rather than it is hanging it is lofty be arranged between two constructional columns, understand circle in Fig. 7 | binder
Setting, therefore eliminate and build a wall.
In this way, earthquake sheet is passed through constructional column and circle | the construction lacing wire net that binder is formed is born, it is ensured that building is propped up with it
Hanger forms entirety, improves whole shock resistance.
In the present invention, building is preferably that subway station and other pipeline arrangement amounts are larger, and build interior for these pipes
The route building relatively narrow by the space arranged.
In the actual items of the prior art, if it is considered that the comprehensive branch of antidetonation is hung, then the independent manual labour word for selecting manufacturer to provide
Steel carrys out the modes such as bearing capacity.The characteristics of this mode, is: it is at high cost, equipment installation is influenced, while having structural integrity insufficient
Birth defect.Until now, subway station and other pipeline arrangement amounts are larger, and for the arrangement of these pipeline routes in building
The relatively narrow building in space, for antidetonation suspension and support using seldom, majority still uses common suspension and support.
In general, the synthesis suspension and support that existing anti-seismic technology is dedicated to solution pipeline not yet forms whole with building
Body, and improve its whole shock resistance:
1, pipeline layout branch, which is hung, calculates deficiency with whole shock resistance.
Construction stage generally arranges pipeline layout suspension and support according to the actual situation.In principle, comprehensive suspension and support should be fixed on
Structural column, load bearing wall etc. are able to bear the position of lateral shearing force；Meanwhile in principle, corresponding site and building is whole should can be true
Recognize the corresponding load that can bear to meet earthquake resistant level.
In Practical Project practice, since the routing Design of pipeline is all in most cases schematically, in the construction stage
Can substantially adjust, the pipeline branch of design phase hang seismic Calculation perhaps and do not have or because pipeline construction variation greatly due to it is ineffective.
2, the structural integrity of comprehensive suspension and support and building is insufficient.
Existing building design when, can't the design phase provide pipeline synthesis suspension and support design.General pipeline
Comprehensive branch, which is hung, to be completed in the construction stage.It, can not be in other structures in the case where the design of not early period and force analysis
Position, such as beam, column position arrange antidetonation suspension and support.
Meanwhile in the actual construction process, because the perforation of pipeline wall the problems such as, can also constructional column and circle to building
| binder causes the centainly destroying infections such as cutting.To further affect the globality of pipeline layout suspension and support and structure.
3, it can not solve between pipeline and lateral wall or column that distance is limited, lateral suspension and support is difficult to the difficulty of mounting arrangements
Topic.
For this purpose, in another aspect, the present invention provides a kind of method for arranging of antidetonation suspension and support between floors, including following step
It is rapid:
S1: making full use of BIM technology means, building design stage carry out pipeline layout design, realize building structure with
The synchronous coordination that pipeline layout branch is hung；
In this step, BIM technology means are made full use of, pipeline layout design is completed in the design phase, realizes building structure
The synchronous coordination hung with pipeline layout branch.This work, which is equivalent to, just completes virtually building for electromechanical pipeline in the design phase,
Effective pipeline layout layout design can be realized in advance.This is the basis carried out the comprehensive branch of pipeline antidetonation and hang design.
S2: carrying out antidetonation suspension and support and calculate and design, the maximum arrangement spacing of confirmation antidetonation suspension and support；
In this step, carries out antidetonation suspension and support and calculate and design.It, can be according to GB after completing pipeline layout design
50981-2014 builds electromechanical engineering earthquake resistant design code etc., and according to gravity laod, the antidetonation of corresponding area and corresponding building is set
(that is: seismic fortification intensity is 6 degree and 6 degree or more and the building in the area no more than 9 degree, and is included in antidetonation and sets for anti-earthquake intensity
Anti- earthquake intensity 6 degree or less area first class building) carry out antidetonation suspension and support calculating.This will ensure that antidetonation suspension and support longitudinal direction,
It is lateral etc. each to meet antidetonation needs to deployment spacing.
Preferably, in this step, after completing pipeline layout design, Electrical Mechanician can be built according to GB 50981-2014
Journey earthquake resistant design code etc., according to gravity laod, the seismic fortification intensity of corresponding area and corresponding building (that is: is provided fortification against earthquakes strong
The building in area of the degree for 6 degree and 6 degree or more and no more than 9 degree, and include in seismic fortification intensity in 6 degree or less areas
First class building) carry out antidetonation suspension and support maximum spacing calculating.
Specific formula for calculation is as follows:
Formula 2.1-1 antidetonation suspension and support distance computation
In formula:
L --- water pipe pipeline is lateral and longitudinal antidetonation suspension and support spacing；
l0--- the maximum spacing (m) of antidetonation suspension and support, it specifically can be according to the corresponding table value in specification；
The functional coefficient of γ --- non-structural element.Belong to Class A, Class B, Class C building, corresponding system according to corresponding building
Number is respectively 1.4,1.0,0.6.
The classification coefficient of ζ --- non-structural element.Corresponding water supply and sewerage pipeline, ventilation and air conditioning pipeline and cable testing bridge etc., take
0.9.
ξ1--- coefficient of regime；2.0 are preferably taken lower than intimate any equipment and flexible system to supporting point, remaining situation can
Take 1.0.
ξ2--- position parameter；The vertex of building preferably takes 2.0, and bottom preferably takes 1.0, is distributed along highly linear；Structure is wanted
The building using time history analysis method supplement calculation is sought, calculated result should be adjusted on schedule.The hypogees such as subway station take 1.0.
αmax--- seismic influence coefficient maximum value；It specifically can be according to the corresponding table value in specification.
K --- shock-resistant slant support angle degree regulation coefficient.When diagonal brace vertical length and horizontal length ratio are 1.00, regulation coefficient
It is taken as 1.00；When diagonal brace vertical length and horizontal length ratio are between 1.00-1.50, regulation coefficient is taken as 1.67；When oblique
When supportting vertical length and horizontal length ratio between 1.50-2.00, regulation coefficient is taken as 2.33；
By calculating above, it can be deduced that the maximum spacing of antidetonation suspension and support arrangement.In the present invention, we are concerned with
The problem of lateral support, therefore, we are also based primarily upon lateral spacing to the calculating of suspension and support spacing and consider.Obtain lateral spacing
Afterwards, every two lateral support arranges a longitudinal bracing.
S3: calculating constructional column and arrange spacing, arrange and enclose along wall vertical separation certain distance with reference to specification | binder, formation are closed
The construction lacing wire net of conjunction, reinforced structure stress performance；
In this step, based on constructing lacing wire in enhancing building, the method for reinforced structure stress net, it is synchronous carry out constructional column with
Circle | the design of binder adjusts.
Preferably, in this step, the calculating of load is carried out first, load includes two parts, and a part is from gravity, and one
It is divided into geological process.
3.1 from gravity
Divide three classes from gravity:
3.1.1 pipeline dead weight
It can be determined and be self-possessed according to the type selecting of each equipment installation.With G in the present inventiongxTo indicate.
The self weight of the liquid such as cable, water, the refrigerant 3.1.2 carried in pipeline
The weight of all kinds of cables when wire casing, gantry should be included in normal work；All kinds of water pipes fill when should be included in normal work
Enter the weight of maximum functional water flow；All kinds of air hoses disregard the quality of gas in pipe.With G in the present inventionczTo indicate.
3.1.3 the self weight of suspension and support
With G in the present inventiondjTo indicate.
According to above three, the self weight of every linear meter(lin.m.) antidetonation suspension and support is obtained
G=Ggx+Gcz+Gdj
The self weight calculation formula of the every linear meter(lin.m.) antidetonation suspension and support of formula 3.1-1
3.2 geological process power
F=γ ζ ξ1ξ2αmaxG
Formula 3.2-1 antidetonation suspension and support geological process calculation formula
The functional coefficient of γ --- non-structural element.Belong to Class A, Class B, Class C building, corresponding system according to corresponding building
Number is respectively 1.4,1.0,0.6.
The classification coefficient of ζ --- non-structural element.Corresponding water supply and sewerage pipeline, ventilation and air conditioning pipeline and cable testing bridge etc., take
0.9.
ξ1--- coefficient of regime；2.0 are preferably taken lower than intimate any equipment and flexible system to supporting point, remaining situation can
Take 1.0.
ξ2--- position parameter；The vertex of building preferably takes 2.0, and bottom preferably takes 1.0, is distributed along highly linear；Structure is wanted
The building using time history analysis method supplement calculation is sought, calculated result should be adjusted on schedule.The hypogees such as subway station take 1.0.
αmax--- seismic influence coefficient maximum value；It specifically can be according to the corresponding table value in specification.
The gravity of G --- non-structural element, the relevant personnel, container when should include operation and medium and storing in pipeline
The gravity of article in cabinet；
3.3 earthquake load effects summations
According to building electromechanical engineering earthquake resistant design code: building electromechanical engineering facility earthquake load effects (including itself
Gravity generate effect and production relative displacement generate effect) and other load effects basic combination.
S=γGSGE+γEhSEhk
The earthquake load effects of formula 3.3-1 antidetonation suspension and support
S --- electromechanical engineering facility or the design value of component internal force combination, set including combined moment of flexure, axial force and shearing
Evaluation；
γG--- gravity laod partial safety factor takes 1.2 under normal circumstances；
SGE--- the effect of representative value of gravity load；
γEh--- horizontal earthquake action partial safety factor takes 1.3；
SEhk--- the effect of horizontal earthquake action standard value.
Resulting value is calculated according to above, obtains the geological process of antidetonation suspension and support.
Height, the thickness spacing of 3.4 selection constructional columns, and checked with geological process
According to interior wall thickness, the thickness and width of constructional column are selected, wherein the thickness of constructional column is identical as interior wall thickness.
This is under normal conditions with a thickness of 200mm.The Commonly Used Size of width is 200,240,300,400mm.Width selects under normal circumstances
Select 200mm；In load, especially 400mm or higher size is may be selected in view concrete condition greatly or when turning connects door,
The specifically adjustment confirmation when the 4th step is calculated.
3.5 calculate the maximum arrangement spacing of constructional column
According to " seismic design provision in building code GB50111-2010 ": when wall is 2 times high more than 8m or layer long, it is mixed that reinforcing bar is preferably arranged
Solidifying soil constructional column；When wall height is more than 4m, high be preferably arranged of wall half is connect and along the reinforced concrete pedosphere of wall overall length perforation with column | be
Beam.
The interior wall of hypogee generally uses concrete block masonry.It is long according to " Code for design of masonry strucres GB50003-2011 " wall
When more than 5m or high greater than 2 times of layers, constructional column should be added in the middle part of wall；Wall height is more than that the appropriate to the occasion setting in the middle part of wall height of 4m connects with column
The circle connect | when wall height is more than 6m, the circle connecting with column preferably is arranged along the high every 2m of wall in binder | binder.
When the number of plies and height of house, which approach or reach masonry structure, limits height, the construction intercolumniation in cross wall is unsuitable
2 times high greater than layer, i.e., generally no more than 5.4 meters；Vertical constructional column within the walls is usually no more than 3.9 meters (indulging wall outside) and 4.2
Rice (interior vertical wall), i.e., substantially every standard width of a room in an old-style house a piece constructional column should all be set so require be it is very necessary, experiments have shown that wall section
When the ratio of width to height is more than 2, the effect of contraction of constructional column is reduced.
Approaching in the biggish multilayer number of the standard width of a room in an old-style house and height of house and reach masonry height is that the setting spacing to constructional column is wanted
Ask higher.Intercolumniation in cross wall is not preferably greater than layer height, is not preferably greater than 4.2 meters in vertical intercolumniation within the walls；Simultaneously all
Longitudinal cross wall junction and the middle part of cross wall should all also be equipped with constructional column to constrain the masonry of corresponding wall section.
Meanwhile according to wall height, since bottom, every 2.3-2.5 meters or so, setting is enclosed together | binder.Circle | be
The sectional dimension of beam is identical as thickness of wall body, and general section is having a size of 200mm*240mm or 200mm*200mm.
S4: in conjunction with the deployment scenarios of antidetonation suspension and support, antidetonation stress performance is veritified, appropriate adjustment constructs lacing wire net and antidetonation
The arrangement of suspension and support, it is ensured that effectively carry possible earthquake stress；
In this step, the antidetonation stress of confirmation anti-seismic construction lacing wire net is calculated, and adjusts construction lacing wire net and is hung with antidetonation branch
The arrangement of frame.Only in this way, it just can ensure that pipeline and building form whole shock resistance.
Preferably, this step may include:
The arrangement interval of 4.1 confirmation constructional columns and suspension and support
According to the analytical calculation of S2 and S3, determines the comprehensive suspension and support lateral support of antidetonation and carry the construction of lateral support
The position of column.According to calculated result, it is assumed that the maximum spacing of constructional column is x, it is assumed that the maximum of suspension and support arranges that spacing is
y。
If x >=y, antidetonation suspension and support lateral support and constructional column carry out arrangement according to the spacing of y numerical value.
If x < y, further, if y is the integral multiple of x, constructional column is arranged according to x, and antidetonation suspension and support laterally props up
Support is arranged according to y；If y is not the integral multiple of x, cost factor is needed to refer to, it is corresponding to adjust.For example, the cost of constructional column
It is low, then construction intercolumniation is slightly reduced, so as to ensure that the position of each diagonal brace has constructional column corresponding.
4.2 arrangement circles | binder and constructional column etc., which combine to be formed, strengthens lacing wire constructional column, circle | binder net
In the horizontal direction, enclosed together at interval of 2.3-2.5 meters of arrangements since the bottom | binder.Circle | binder and constructional column etc.
The structural network for forming closure, to carry earthquake sheet.
From the angle of Structure Calculation, enclose | the position of binder can be used as motionless twisted branch point.
The processing of tapping on 4.3, window and wall
Circle | binder is preferably continuously located in same level, and forms closed；Work as circle | binder is by the door-window opening stage
When, the additional turns of same cross-sectional should be added on hole top | binder.Additional turns | binder and circle | the lap of splice of binder is not answered small
In 2 times of its centre to centre vertical interval, and it cannot be less than 1m.
4.4 extract structural elements and stress condition, are checked
It calculates confirmation and manages the antidetonation stress that comprehensive equipment complex branch is hung, if checking computation results can not undertake earthquake stress, adjustment
Constructional column lacing wire net, it is ensured that stress can be carried.Calculation method is as follows:
Checking computations, it should be ensured that calculate resulting value by the earthquake load effects that formula 1.3-1 builds electromechanical engineering facility, be less than
Construct design ultimate bearing capacity.
The cloth of progress bracket is required according to " building electromechanical engineering earthquake resistant design code " (GB 50981-2014) technical clause
It sets and designs, and carry out stress calculation and check.
According to " Code for design of concrete structures " (GB 50010-2010) etc., section is carried out to constructional column and arrangement of reinforcement checks.
Specific checking computations process can refer to above-mentioned specification, be general knowledge known in this field, details are not described herein again.
S5: calculating the decomposition of the earthquake stress of antidetonation suspension and support in all directions, suitably vertical, perpendicular according to stress selection,
Side three-dimensional supporting member, the pipelines such as the public corridor in battery limits it is intensive, can not arrange the position of lateral diagonal, selection can carry
The horizontal lateral support of compact of corresponding stress, i.e., using present invention antidetonation suspension and support above-mentioned；
Preferably, in this step, the calculation formula of earthquake stress is as follows:
F=γ ζ ξ1ξ2αmaxG
The functional coefficient of γ --- non-structural element；
The classification coefficient of ζ --- non-structural element；
ξ1--- coefficient of regime；
ξ2--- position parameter；
αmax--- seismic influence coefficient maximum value；
The gravity of G --- non-structural element, the relevant personnel, container when should include operation and medium and storing in pipeline
The gravity of article in cabinet；
Wherein, the seismic force calculation formula that lateral support undertakes:
Fc=aEKlcF
Fc--- the seismic force that horizontal lateral support undertakes；
aEK--- horizontal seismic force coefficient of colligation；
lc--- lateral support arranges spacing (m)；
Wherein, the seismic force calculation formula that longitudinal bracing undertakes:
Fz=aEKlzF
Fz--- the seismic force that longitudinal bracing undertakes；
aEK--- horizontal seismic force coefficient of colligation；
lz--- longitudinal bracing arranges spacing (m).
S6: construction column section and arrangement of reinforcement checking computations, according to seismic force obtained by aforementioned calculating, appropriate mechanical simplified model, in turn
The sectional dimension and quantity of reinforcement for acquiring the constructional column of the seismic force of carrying lateral support transmitting, select the cement of suitable label, and
Confirm constructional column arrangement of reinforcement.
Preferably, in this step, the simplification of mechanical model should be done first, will be enclosed on constructional column | height is considered as where binder
Twisted branch point, constructional column and structure roof connecting part are considered as fixed point, and constructional column is considered as one section of simply supported beam, is connected with lateral support
Contact is stress point, using the seismic force of lateral support transmitting as power, in this, as simplified mechanical model.
Preferably, in this step, the calculation formula of section resistance moment is as follows:
∝s--- section resistance moment value；
MC--- maximal bending moment point moment；
fc--- concrete strength design value；
The width of b --- structure；
h0--- the height of structure；
Wherein, the calculation formula of interior arm of force coefficient is as follows:
γs--- interior arm of force coefficient；
∝s--- interior arm of force coefficient；
Wherein, area of reinforcement calculation formula:
As--- area of reinforcement；
MC--- maximal bending moment point moment；
γs--- interior arm of force coefficient；
fy--- reinforced steel bar strength design value；
h0--- the height of structure.
In this way, through the above steps, it is ensured that the comprehensive suspension and support side of antidetonation is indulged, perpendicular three-dimensional, especially lateral effectively support；
Side, vertical, perpendicular three received strength are reasonable；The corresponding constructional column of lateral support can carry the seismic force of its transmitting.
Figure 10 is construction lacing wire net and antidetonation suspension and support in one example of building obtained using method for arranging shown in Fig. 9
Partial structural diagram, wherein 41 be antidetonation suspension and support compact lateral support, 42 be antidetonation suspension and support vertical branch
Support, 43 be the longitudinal bracing of antidetonation suspension and support；51 be constructional column, in addition, the cylinder established in figure is structure in addition to 31 and 32
Make column；52 be circle | binder, in addition, horizontal connection constructional column in figure, structural column and load-bearing exterior wall, are circle | binder；31 are
Structural column, 32 be load-bearing exterior wall.
Figure 11 is that the part of another example of building (the public corridor in battery limits) obtained using method for arranging shown in Fig. 9 is tied
Structure schematic diagram.
To sum up, method for arranging of the invention has the advantages that
The present invention proposes a kind of method that BIM+ construction lacing wire net places antidetonation suspension and support, thoroughly solves in narrow compact sky
Between the comprehensive suspension and support of arrangement antidetonation, especially its lateral support the problem of.
The present invention strengthens constructional column and circle in building by BIM technology | and the integrity design of binder, formation one are complete
Whole lacing wire net.Civil engineering and each special pipelines is instructed to construct by corresponding result of design, it is right because adjusting pipeline path to generate
Constructional column and circle | the cutting of binder protects the structure lacing wire net integrality of building.
The lateral support of antidetonation suspension and support and constructional column foundation are correspondingly connected with by the present invention, are held by the structure lacing wire net built
The geological process power of lateral support transmitting is carried, and is verified by reasonable computation, it is ensured that stability under loading.Meanwhile lateral support is to water
Level land brisance no longer decomposes vertical force, reduces the pressure of vertical supporting.Meanwhile lateral support structure part and vertical supporting structure
There has also been optimizations for the stress of part.
After stress optimization, lateral and vertical supporting structural member, especially lateral support structure part selection with use become
More economically.
The method of horizontal lateral seismic support provided by the invention, takes full advantage of comprehensive suspension and support and corridor two sides wall
Lateral space, make it possible that lateral seismic support is installed at narrow zone (100-500mm).
The above is a preferred embodiment of the present invention, it is noted that for those skilled in the art
For, without departing from the principles of the present invention, several improvements and modifications can also be made, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of method for arranging of antidetonation suspension and support between floors characterized by comprising
Step 1: making full use of BIM technology means, carry out pipeline layout design in building design stage, realize building structure and pipe
The synchronous coordination that line generalization branch is hung；
Step 2: carry out antidetonation suspension and support and calculates and design, the maximum arrangement spacing of confirmation antidetonation suspension and support；
Step 3: calculating constructional column and arrange spacing, arrange collar tie beam and/or binder, shape along wall vertical separation certain distance with reference to specification
At the construction lacing wire net of closure, reinforced structure stress performance；
Step 4: in conjunction with the deployment scenarios of antidetonation suspension and support, veritifying antidetonation stress performance, appropriate adjustment constructional column is hung with antidetonation branch
The arrangement of frame, it is ensured that effectively carry possible earthquake stress；
Step 5: the decomposition of the earthquake stress of antidetonation suspension and support in all directions is calculated, suitably vertical according to earthquake stress selection,
Perpendicular, side three-dimensional supporting member, pipeline it is intensive, can not arrange the position of lateral diagonal, selection can carry sympathetic earthquakes stress
The horizontal lateral support of compact；
Step 6: construction column section and arrangement of reinforcement checking computations, according to earthquake stress obtained by aforementioned calculating, appropriate mechanical simplified model, in turn
The sectional dimension and quantity of reinforcement for acquiring the constructional column of the earthquake stress of carrying lateral support transmitting, select the cement of suitable label,
And confirm constructional column arrangement of reinforcement.
2. method for arranging according to claim 1, which is characterized in that in the step 2, between antidetonation suspension and support maximum arrangement
Away from calculation formula it is as follows:
In formula:
L --- water pipe pipeline is lateral and longitudinal antidetonation suspension and support spacing；
l0--- the maximum spacing (m) of antidetonation suspension and support；
The functional coefficient of γ --- non-structural element；
The classification coefficient of ζ --- non-structural element；
ξ1--- coefficient of regime；
ξ2--- position parameter；
αmax--- seismic influence coefficient maximum value；
K --- shock-resistant slant support angle degree regulation coefficient.
3. method for arranging according to claim 1, which is characterized in that in the step 5, the calculation formula of earthquake stress is such as
Under:
F=γ ζ ξ1ξ2αmaxG
The functional coefficient of γ --- non-structural element；
The classification coefficient of ζ --- non-structural element；
ξ1--- coefficient of regime；
ξ2--- position parameter；
αmax--- seismic influence coefficient maximum value；
In the gravity of G --- non-structural element, the relevant personnel, container when should include operation and the medium and locker in pipeline
The gravity of article；
Wherein, the earthquake stress calculation formula that lateral support undertakes:
Fc=aEKlcF
Fc--- the earthquake stress that horizontal lateral support undertakes；
aEK--- horizontal earthquake stress resultant coefficient；
lc--- lateral support arranges spacing (m)；
Wherein, the earthquake stress calculation formula that longitudinal bracing undertakes:
Fz=aEKlzF
Fz--- the earthquake stress that longitudinal bracing undertakes；
aEK--- horizontal earthquake stress resultant coefficient；
lz--- longitudinal bracing arranges spacing (m).
4. method for arranging according to claim 1, which is characterized in that in the step 6, the letter of mechanical model should be done first
Change, height where collar tie beam on constructional column and/or binder is considered as twisted branch point, constructional column and structure roof connecting part are considered as fixation
Constructional column is considered as one section of simply supported beam by point, using lateral support tie point as stress point, is with the earthquake stress that lateral support is transmitted
Power, in this, as simplified mechanical model.
5. method for arranging according to claim 1, which is characterized in that in the step 6, the calculation formula of section resistance moment
It is as follows:
∝sThe section ˙ ˙ resistance moment value；
MC˙ ˙ maximal bending moment point moment；
fc˙ ˙ concrete strength design value；
The width of b ˙ ˙ structure；
h0The height of ˙ ˙ structure；
Wherein, the calculation formula of interior arm of force coefficient is as follows:
γsArm of force coefficient in ˙ ˙；
∝sArm of force coefficient in ˙ ˙；
Wherein, area of reinforcement calculation formula:
As˙ ˙ area of reinforcement；
MC˙ ˙ maximal bending moment point moment；
γsArm of force coefficient in ˙ ˙；
fy˙ ˙ reinforced steel bar strength design value；
h0The height of ˙ ˙ structure.
6. antidetonation suspension and support used in any method for arranging in claim 1-5, including vertical supporting, longitudinal bracing and lateral
Support, which is characterized in that the lateral support is the horizontal cross support for adapting to 100-500mm and being mounted laterally space.
7. antidetonation suspension and support according to claim 6, which is characterized in that the lateral support include for it is described vertical
The steel channel connector that the channel steel of support connects and the column connector for being connect with constructional column or structural column, the steel channel connector
And column connector by bolt be directly connected to or both between add connector and be attached by bolt.
8. antidetonation suspension and support according to claim 7, which is characterized in that the steel channel connector includes first longitudinal direction connection
Plate and the first cross connecting plate for being connected to first longitudinal direction connecting plate end, the first longitudinal direction connecting plate and first is laterally
The two sides of connecting plate are provided with the first triangle side wing plate；The column connector includes second longitudinal direction connecting plate and is connected to described
Second cross connecting plate of second longitudinal direction connecting plate middle and upper part, the two sides of the second longitudinal direction connecting plate and the second cross connecting plate
It is provided with the second triangle side wing plate；First cross connecting plate and the second cross connecting plate are directly connected to by bolt；
Alternatively, the steel channel connector includes first longitudinal direction connecting plate and is connected to the first of first longitudinal direction connecting plate end
The two sides of cross connecting plate, the first longitudinal direction connecting plate and the first cross connecting plate are provided with the first triangle side wing plate；Institute
It is identical as the steel channel connector structure to state column connector；Link slot is additionally provided between the steel channel connector and column connector
Steel, the steel channel connector and one end of the connection channel steel are bolted, the column connector and the connection channel steel
The other end also by being bolted.
9. the building obtained using any method for arranging in claim 1-5, which is characterized in that including in claim 6-8
Any antidetonation suspension and support, be provided in horizontal direction in the middle part of the wall of the building setting constructional column collar tie beam and/or
Binder forms the construction lacing wire net of closure；At the position for having structural column, the lateral support of the antidetonation suspension and support is fixed on described
On structural column；Lateral support at the position of not structural column, the antidetonation suspension and support is fixed on the constructional column.
10. building according to claim 9, which is characterized in that the building is subway station and other pipeline cloth
The amount of setting is larger, and builds the relatively narrow building in the interior space for the arrangement of these pipeline routes.
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| WO2021046848A1 (en) * | 2019-09-14 | 2021-03-18 | 南京东南建筑机电抗震研究院有限公司 | Method for detecting performance of anti-seismic supports and hangers of building |
| CN112632660B (en) * | 2020-12-08 | 2022-10-21 | 中国电建集团河北省电力勘测设计研究院有限公司 | Intelligent arrangement method of cable bridge support hangers linked by BIM design |
| CN114997628B (en) * | 2022-05-25 | 2023-01-24 | 中咨数据有限公司 | BIM visual design analysis management platform based on multi-dimensional feature data |
| CN115017713A (en) * | 2022-06-13 | 2022-09-06 | 安徽建工集团股份有限公司建筑设计研究院 | Installation calculation method for anti-seismic support hanger of cable bridge |
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| CN106989211B (en) * | 2017-04-20 | 2019-01-29 | 中亿丰建设集团股份有限公司 | Assembled architecture pipeline hanger system installation method based on BIM |
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