CN110056078A - Load module, L-type thin-walled composite structure and section construction - Google Patents
Load module, L-type thin-walled composite structure and section construction Download PDFInfo
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- CN110056078A CN110056078A CN201910312324.1A CN201910312324A CN110056078A CN 110056078 A CN110056078 A CN 110056078A CN 201910312324 A CN201910312324 A CN 201910312324A CN 110056078 A CN110056078 A CN 110056078A
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- 239000002131 composite material Substances 0.000 title claims abstract description 30
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 238000013016 damping Methods 0.000 claims abstract description 40
- 238000009434 installation Methods 0.000 claims abstract description 16
- 230000000712 assembly Effects 0.000 claims description 7
- 238000000429 assembly Methods 0.000 claims description 7
- 239000007937 lozenge Substances 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 230000006872 improvement Effects 0.000 description 12
- 238000013461 design Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- 230000003993 interaction Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005299 abrasion Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000011159 matrix material Substances 0.000 description 3
- 239000002360 explosive Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 241000937378 Everettia interior Species 0.000 description 1
- 229910000617 Mangalloy Inorganic materials 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000003447 ipsilateral effect Effects 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000001603 reducing effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011265 semifinished product Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of load module, including L-type structure ontology, L-type structure ontology is provided with positioning protrusion along the one end in load-bearing direction, and the other end is provided with the positioning groove for cooperating positioning protrusion on another L-type structure ontology；The both ends of L-type structure ontology are provided with mounting structure, are at least provided with connection damping structure on the mounting structure of one end.This load module is utilizing positioning protrusion and positioning groove, quickly carries out accurate contraposition installation, improves the accuracy of assembly, while can also improve the intensity of the anti-cross shear of load module；Connection damping structure can ensure that the intensity of the two junction, improve the reliability, stability and shock resistance of entire load module.The present invention also provides a kind of L-type thin-walled composite structure and section construction, which is assembled using modular load module, and intensity easy to assembly is guaranteed, and prefabrication may be implemented, and reduces construction cost and labor intensity, environmentally friendly.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of building structure.
Background technique
Assembled architecture is in China at present still in starting developing stage, and many construction units and designer are due to lacking
The standard and software for calculation of some new building structure, in terms of design, production and construction for total-prefabricated construction not
People's will to the greatest extent.Assembled architecture and traditional architecture are too big in design aspect difference, either the whole design thinking of assembled architecture,
Or processing, component production, the site operation etc. of production mould, these factors prevent original design method from directly completely
It is transitioned on assembled architecture, causes to design and produce in component upper difficult.
Country's assembled architecture can only use the part assembling component (floor or wallboard being such as made of superimposed sheet at present
Deng) mode, this partial component first processes semi-finished product and transports in-site installation again and pours in factory, then the construction technology at scene
With personnel almost without reduction, cause overall cost high or even more taller than traditional construction method.And develop assembly
The target of formula building is: 1, whole Standardized Design, modulus harmony meet a variety of demands of society；It 2, is suitable for large-scale industrialized
Production；3, site operation is efficient and convenient, and employment force-summing device is few；4, overall process is quality controllable；5, it reducings the construction costs；6, it drops
Low labor intensity；7, seldom disposal of pollutants etc. during building and remove.Therefore, it is simple to be badly in need of a kind of structure at present, assembling side
Just, the different assembled architectures that use of building work condition environments is suitble to solve such problems.
Summary of the invention
In order to overcome the above-mentioned deficiencies of the prior art, the present invention provides a kind of structure is simple, easy to assembly, stable connection
Assembled arthitecutral structure.
The technical solution adopted by the present invention to solve the technical problems are as follows:
A kind of load module, including L-type structure ontology, the L-type structure ontology are provided with along the one end in load-bearing direction
Positioning protrusion, the other end are provided with the positioning groove for cooperating positioning protrusion on another L-type structure ontology；The L-type structure ontology
Both ends be provided with mounting structure, be at least provided with connection damping structure on the mounting structure of one end.
As an improvement of the above technical solution, the mounting structure includes the inserting groove along the setting of load-bearing direction and sets
The limit hole on this body sidewall of L-type structure is set, the limit hole is connected to inserting groove, and one end of the connection damping structure is inserted
In inserting groove, and can holding in limit hole.
As an improvement of the above technical solution, the connection damping structure includes tenon and damping chock, and the tenon can
It is inserted into inserting groove, and is located at limit hole corresponding position and is provided with location hole；The damping chock is inserted into location hole and limit
In the channel that position hole is linked to be, and tenon is locked in inserting groove.
As an improvement of the above technical solution, the damping chock includes supple buffer layer and is arranged in supple buffer layer two
The rigid connection layer of side, the rigid connection layer of two sides, which is located at, is provided with the groove that supple buffer layer is directed toward in inclination on the same end.
As an improvement of the above technical solution, the positioning protrusion is provided with two groups, and is separately positioned on L-type structure ontology
On two sides of the same end；The middle part of the positioning protrusion is along load-bearing direction outwardly convex, and two sides and L-type structure ontology are gradually
Rounding off.
As an improvement of the above technical solution, the inside of positioning protrusion, each piece of positioning protrusion is arranged in the inserting groove
It is correspondingly arranged at least one set of inserting groove.
As an improvement of the above technical solution, connected unit has been provided with inside and outside the L-type structure body end
Rank, positioning protrusion setting is between two sides connection step；The end that the L-type structure ontology is located at positioning groove one end is provided with
Cooperate the ladder platform that step is connected on another L-type structure ontology.
As an improvement of the above technical solution, link slot is provided on two lateral end panels of the L-type structure ontology
And/or positioning step.
A kind of L-type thin-walled column composite structure, the load module as described at least one set are mutually spliced.
It as an improvement of the above technical solution, further include crossbeam, the crossbeam is transversely mounted on the two of L-type structure ontology
End；The both ends of the crossbeam are provided with mounting portion, and cooperation positioning protrusion and connection damping structure are provided on the mounting portion
Mounting hole, the mounting portion is additionally provided with sphenocephaly, and any lozenges of the sphenocephaly can be with sphenocephaly on another crossbeam
Any lozenges match.
As an improvement of the above technical solution, the crossbeam top is provided with the installation for installing floor along its length
Step.
A kind of section construction, including the L-type thin-walled column composite structure.
It as an improvement of the above technical solution, further include main body frame unit, floor and revetment, the main body frame unit
It is provided at least one set, every group of main body frame unit is spliced by least four groups of L-type thin-walled column composite structures, the revetment
Two sides are provided with the fit structure of L-type structure ontology two sides in cooperation L-type thin-walled column composite structure, and up and down the two of the revetment
End is connect with crossbeam, and the side of the floor is connect with the crossbeam in all L-type thin-walled column composite structures.
As an improvement of the above technical solution, door opening and/or window opening are provided on the revetment.
As an improvement of the above technical solution, balcony assemblies, the balcony group are also equipped on the main body frame unit
Part includes balcony component, balcony stile, cantilevered plate and the load module composition；The both ends of the balcony component are respectively provided with
Have the connector with the cooperation of L-type structure ontology side, the balcony stile is mounted on L-type structure ontology side, and lower end with
Connector connection；The both ends of the cantilevered plate are also provided with the connector with the cooperation of L-type structure ontology side, the overhanging
The connector lower end of plate is connected with the balcony stile upper end of corresponding side.
The beneficial effects of the present invention are as follows:
Positioning protrusion and positioning groove is respectively set at the both ends of L-type structure ontology in this load module, facilitates different L-type knots
Structure ontology or while being attached with other structure, can quickly carry out accurate contraposition installation, improve the accuracy of assembly, fixed simultaneously
The intensity of the anti-cross shear of L-type structure ontology can be improved in position protrusion and positioning groove, guarantees the L in the installing and using of later period
Type structural body not positioning；In addition, L-type structure ontology passes through connection when connecting with another group of L-type structure ontology or external structure
Damping structure is attached, and can not only ensure that the intensity of the two junction, but also can use the resistance inside connection damping structure
Buddhist nun's effect reduces the interaction force in different build-up members and the vibration force in later period use process, improves entire assembly
Reliability, stability and the shock resistance of module.The present invention also provides a kind of L-type thin-walled composite structure and section constructions, should
Structure is assembled using modular load module, and intensity easy to assembly is guaranteed, may be implemented after prefabrication again
It is used to scene, reduces construction cost and labor intensity, it is environmentally friendly.
Detailed description of the invention
With reference to the accompanying drawing and specific embodiment the invention will be further described, in which:
Fig. 1 is the structural schematic diagram one of load module in the embodiment of the present invention；
Fig. 2 is the structural schematic diagram two of load module in the embodiment of the present invention；
Fig. 3 is another structural schematic diagram of load module in the embodiment of the present invention；
Fig. 4 is the fitting configuration schematic diagram of two groups of load module in the embodiment of the present invention；
Fig. 5 is the explosive view that damping structure is connected in the embodiment of the present invention；
Fig. 6 is the structural schematic diagram one of L-type thin-walled composite structure in the embodiment of the present invention；
Fig. 7 is the structural schematic diagram two of L-type thin-walled composite structure in the embodiment of the present invention；
Fig. 8 is the structural schematic diagram one of middle cross beam of the embodiment of the present invention；
Fig. 9 is the structural schematic diagram two of middle cross beam of the embodiment of the present invention；
Figure 10 is the structural schematic diagram of component building in the embodiment of the present invention；
Figure 11 is the main view of component building in the embodiment of the present invention；
Figure 12 is in Figure 11 along the cross-sectional view in the direction A-A；
Figure 13 is in Figure 11 along the three-dimensional cutaway view in the direction B-B；
Figure 14 is the explosive view of balcony assemblies in the embodiment of the present invention.
Specific embodiment
Referring to Fig. 1 to Fig. 5, a kind of load module of the invention, including L-type structure ontology 1,1 edge of L-type structure ontology
The one end in load-bearing direction be provided with positioning protrusion 11, the other end is provided with positioning protrusion 11 on another L-type structure ontology 1 of cooperation
Positioning groove 12；The both ends of the L-type structure ontology 1 are provided with mounting structure 13, at least on the mounting structure 13 of one end
It is provided with connection damping structure 14.Load module in this application is most basic assembly matrix, can be by assembly matrix production
At arbitrary shape type, it is not limited only to "-" type, the Z-type either L-type of rule.In this application, positioning protrusion 11 is not necessarily
To be matched with the positioning groove 12 on another group of L-type structure ontology 1, if it is existing fixed structure either it is some
Through prefabricated enterprising this load module of enforcement of installation base body, positioning protrusion 11 can also be connected with external location structure,
Similarly positioning groove 12 is also such.Of course for unnecessary trouble is reduced, load module in this application can be used as dress
Load-bearing main body with formula building carries out assembled.Wherein, the positioning protrusion 11 is provided with two groups, and is separately positioned on L-type structure
On two sides of 1 the same end of ontology；The middle part of the positioning protrusion 11 is along load-bearing direction outwardly convex, two sides and L-type structure
The gradually rounding off of ontology 1, positioning protrusion 11 and 1 integral preform of L-type structure ontology are molding, can use mold system
Make, reduces the cost of production.
Referring to Fig. 1 and Fig. 2, the mounting structure 13 includes the inserting groove 131 along the setting of load-bearing direction and is arranged in L
Limit hole 132 on 1 side wall of type structural body, the limit hole 132 are connected to inserting groove 131, the connection damping structure 14
One end be inserted into inserting groove 131, and can holding in limit hole 132.Wherein, the inserting groove 131 is arranged in convex
11 inside is played, each piece of positioning protrusion 11 is correspondingly arranged at least one set of inserting groove 131, preferably every in this application
A positioning protrusion 11 is provided at least two inserting grooves 131, certainly completely can the ipsilateral or two sides of positioning protrusion 11 into
Row setting, this is selected according to Structural strength calls.Inserting groove 131 is due to as junction, as the main of stress
Direct acting surface, thus inserting groove 131 can using with the rigid enclosure that connect damping structure 14 and manufacture, in L-type structure ontology 1 one
It is put into when body formed prefabricated in L-type structure ontology 1.In addition, the main function of connection damping structure 14 in this application has been
Intensity between two groups of load modules interconnected of connection and guarantee.Load module between different groups is recessed by positioning
The mutual cooperation of slot 12 and positioning protrusion 11, it is convenient to start to carry out contraposition installation when installation, save the trouble of contraposition.
Due to the load module in the application be as building body bearing structure, when prefabricated inevitable whole structure and
Figure is related to the scale of the required architecture storey built, therefore in order to for proof strength, load module necessarily figure
It is relatively huge, while mechanical equipment being needed to carry out auxiliary assembly.Therefore these large-scale buildings are largely difficult in assembly
To carry out quick assembling connection, and guarantee bonding strength.Traditional mode is that adjacent two are connected using connecting plate is packaged
With module, intensity be cannot be guaranteed, and the intensity that especially lateral shearing force fully relies on connecting plate is guaranteed, by outside
Factor it is big, while connecting plate install when be not easy to be aligned.And the design of the application is used, it can be quickly into contraposition, positioning
Groove 12 and positioning protrusion 11 have been integrally formed when prefabricated due to a part that script is exactly L-type structure ontology 1,
Therefore structural strength and total quality are controllable, therefore cross shear can be eliminated by the cooperation of the two, and connect resistance
Buddhist nun's structure 14 is responsible for the active force in the load-bearing direction of assembling structure, that is, vertical active force, as long as connection damping structure 14
Intensity be properly either greater than the structural strength of L-type structure ontology 1, the intensity of the assembly after assembly can guarantee completely.
L-type structure ontology 1 is prefabricated armored concrete module in this application, and the bonding strength for connecting damping structure 14 is greater than steel
Reinforced concrete module can guarantee integral strength.
Referring to Fig. 3, it is also necessary to which explanation is that L-type structure ontology 1 is in this application in order to mitigate whole weight, in entirety
In the case that intensity is met the requirements, indent can not be carried out as the part of connection at middle part, so that middle part is thinning, it is whole
L-type structure ontology 1 lightens.
Referring to Fig. 1 and Fig. 5, the connection damping structure 14 includes tenon 141 and damping chock 142, institute in this application
Stating tenon 141 can be inserted into inserting groove 131, and is located at 132 corresponding position of limit hole and is provided with location hole 143；The damping
Chock 142 is inserted into the channel that location hole 143 and limit hole 132 are linked to be, and tenon 141 is locked in inserting groove 131.
Modular structure of the damping structure 14 as a quick assembling is connected, is also that can carry out in advance prefabricated success, wherein tenon
141 are used as main connection function body, are attached using metal material, such as Q235 just meets the demand of structural steel, certainly
It is also an option that the higher steel of intensity, what this was determined by actual condition of construction completely.Location hole 143 and limit hole
132 setting, primarily to convenient can quickly connect during assembly and lock the structure to be connected, such as this Shen
Please in tenon 141 or another group of L-type structure ontology 1, naturally it is also possible to be other external connection member or matrix.Damping
The main function of chock 142 is in order to reduce the Hard link power between tenon 141 and L-type structure ontology 1, while after also improving
The cushioning ability of phase assembly enhances integrally-built flexible and toughness.Referring to fig. 4, wherein the damping chock 142 includes
Supple buffer layer 1421 and the rigid connection layer 1422 that 1421 two sides of supple buffer layer are set, the rigid connection layer 1422 of two sides
The groove that supple buffer layer 1421 is directed toward in inclination is provided on the same end.Wherein, supple buffer layer 1421 is rubber material
Material is made, and rigid connection layer 1422 can be steel plate or other high strength alloy materials, preferential manganese high-intensitive, wearability is good
Steel, because the interaction force between different L-type structure ontologies 1 mainly passes through what tenon 141 was transmitted, and tenon 141
Necessarily there is a gap when installation between L-type structure ontology 1, because of the interaction force of connection structure in later period use,
Therefore abrasion is had, therefore damps important component of the chock 142 as limit and later period vibration damping, therefore its outer joint face will necessarily
There is interaction force with tenon 141, has abrasion, therefore select manganese steel not only can be with proof strength, but also the knot in later period can be reduced
Structure abrasion.Above-mentioned design is not only able to satisfy the theory of " strong column and weak beam ", also has damping chock by using in the structure
142 and rubber weather strip is added between each component seam, further enhances the effect of the buffering to vibration, damping and energy consumption.
Referring to Fig. 1 to Fig. 4, in addition, in order to preferably be matched with other external structures, 1 end of L-type structure ontology
Connection step 15 is provided with inside and outside portion, the setting of positioning protrusion 11 is between two sides connection step 15；It needs to illustrate
Be that the height of connection step 15 in the outside of L-type structure ontology 1 is lower than the connection step 15 of inside, the advantage of doing so is that in order to
The rainwater in outside is avoided to enter the inside of L-type structure ontology 1.In order to preferably cooperate, the L-type structure ontology 1 is located at fixed
The end of position 12 one end of groove is provided with the ladder platform for cooperating and connecting step 15 on another L-type structure ontology 1.In order to preferably with
The cooperation such as cooperation of other components, such as wall, cylinder, the application are equal on two lateral end panels of the L-type structure ontology 1
It is provided with link slot and/or positioning step 16, link slot and/or positioning step 16 are according to actual service condition and processing mould
Tool is selected.
Positioning protrusion 11 and positioning groove 12 is respectively set at the both ends of L-type structure ontology 1 in this load module, facilitates difference
L-type structure ontology 1 or while being attached with other structure, can quickly carry out accurate contraposition installation, improve the accuracy of assembly,
The intensity of the anti-cross shear of L-type structure ontology 1 can be improved in positioning protrusion 11 and positioning groove 12 simultaneously, guarantees in the later period
Install and use middle 1 not positioning of L-type structure ontology；In addition, L-type structure ontology 1 and another group of L-type structure ontology 1 or external structure
It is attached when connection by connecting damping structure 14, can not only ensure that the intensity of the two junction, but also can use connection
Damping inside damping structure 14 reduces in interaction force and later period use process in different build-up members
Vibration force improves the reliability, stability and shock resistance of entire load module.Certainly above-mentioned 1 cross section of L-type structure ontology
It is not necessarily and has to follow L-type, can be some V-types, Z-type itself can keep very well straight when installation in this way
Vertical state needs to consolidate by external aiding support different from the mounting structure of "-" type.In addition, using two L-types
The structural unit of T-type mutually can be obtained in structural body 1 back to fitting, just one ten available using four L-type structure ontologies 1
The structural unit of font, thus it is polygon on the whole, it is suitble to use in a variety of buildings, it is again full meets the needs of major structure of construction
The condition of sufficient production and transport, installation.The many and diverse, duplication of labour that solves the problems, such as that site operation occurs and unsafe, uses
Present architecture may make in-site installation to become to be more easier, and installation process is supported without brace, be not necessarily to cast-in-site, without weldering
It connects, greatly reduces worker's number of site operation；Especially to the technical level of worker require also to reduce it is very much (as without welder,
The professional technicians such as bricklayer), labor intensity of workers also greatly reduces, and also reduces to the dependency degree of weather.
Referring to Fig. 6 to Fig. 9, the present invention also provides a kind of L-type thin-walled column composite structure, the assembly as described at least one set
Module is mutually spliced.L-type thin-walled column composite structure further includes crossbeam 2, and the crossbeam 2 is transversely mounted on L-type structure ontology 1
Both ends.Wherein, the both ends of the crossbeam 2 are provided with mounting portion 21 in this application, are provided with cooperation on the mounting portion 21
Positioning protrusion 11 and the mounting hole 22 for connecting damping structure 14, the mounting portion 21 are additionally provided with sphenocephaly 23, the wedge shape
First 23 any lozenges can be matched with any lozenges of sphenocephaly 23 on another crossbeam 2.It should be noted that in this Shen
Please in, mounting hole 22 specifically further include that the recess portion 221 matched with positioning protrusion 11 and mating connection damping structure 14 pass through
Through-hole 222, in order to connect and the cooperation in later period is convenient, recess portion 221, which is located on the other side of 2 corresponding position of crossbeam, to be provided with
The bulge-structure 223 of similar positioning protrusion 11,222 through recesses 221 of through-hole are simultaneously pierced by from the side of bulge-structure 223, in this way
So that connection damping structure 14 is consistent with 1 situation of L-type structure ontology is mounted on across crossbeam 2.In addition, it should be noted that, recess portion
Positioning protrusion 11 on 221 cooperation L-type structure ontologies 1 can guarantee the horizontal force of crossbeam 2 Yu L-type structure ontology 1 very well,
Connection damping structure 14 passes through crossbeam 2 and connect with the mounting structure 13 in another set or one layer of L-type structure ontology 1, realizes
The connection of L-type thin-walled column composite structure between different levels.
The design of sphenocephaly 23 be largely in order to which all crossbeams 2 of same level can engage well, this
Because load module is L-type, the tilt angle of 23 lozenges of sphenocephaly is configured according to the actual situation, such as the application
In, due to carrying out assembly, the composite structure of mostly some Founders, therefore 23 wedge of sphenocephaly using L-type structure ontology 1
The tilt angle in shape face can be 45 ° of inclination angle so that it is convenient to be opened and the installation in later period.Sphenocephaly 23 on interior crossbeam 2a
The side at top is additionally provided with the gib head 25 for catching on 1 end of L-type structure ontology, and wherein gib head 25 is holding in L-type structure
On the connection step 15 of 1 end of ontology, the stability of entire L-type thin-walled column composite structure connection can guarantee to a certain extent.
In addition, in order to preferably install other installing component, 2 top of crossbeam is provided with along its length for installing
The installation step 24 of floor 3, is not limited only to floor 3, partition also may be used.And the middle part of 2 upper and lower side of crossbeam is arranged along its length
There is strip 26, strip 26 can be used for installing partition or prefabricated metope etc. used in the different spaces between same layer.
Referring to Figure 10 to Figure 14, the present invention also provides a kind of section constructions, including above-mentioned L-type thin-walled column combination knot
Structure.Substantially mutual assembling combination is carried out into required building using above-mentioned L-type thin-walled column composite structure.
Referring to Figure 10 to Figure 13, wherein L-type thin-walled column composite structure middle cross beam 2 includes interior crossbeam 2a and outer crossbeam 2b,
I.e. interior crossbeam 2a is mounted in the inside of entire L-type thin-walled column composite structure, for connecting entire L-type thin-walled column composite structure
Internal L-type structure ontology 1, and outer crossbeam 2b is the L-type structure ontology 1 of a circle on the outside of the entire L-type thin-walled column composite structure of connection.
The basic structure of the two is identical, specifically has certain difference, is hereafter described in detail.
Referring to Figure 10 and Figure 11, wherein section construction further includes main body frame unit 4, floor 3 and revetment 5, the master
Body frame unit 4 is provided at least one set, every group of main body frame unit 4 by least four groups of L-type thin-walled column composite structures splicings and
At, it when the L-type structure ontology 1 in load module is not that cross section is L-shaped, i.e., is V-type in load module, Z-type structural body
When, main body frame unit 4, which may only need three groups, can carry out the assembled frame structure in same layer, not do here specifically
Bright, when please use for reference using L-type structure ontology 1 assembling mode.Main body frame unit 4 is completed in integral installation in this application
Afterwards, be positive hexahedral upright structure, it is of course possible to which multiple main body frame units 4 are bolted together.As shown in figure 8, same
In layer building, the same layer structure of the building is assembled by four main body frame units 4.
In addition, the two sides of the revetment 5 are provided with L-type knot in cooperation L-type thin-walled column composite structure referring to Fig. 9 to Figure 12
The upper and lower ends of the fit structure of 1 two sides of structure ontology, the revetment 5 are connect with crossbeam 2, the side of the floor 3 and all L
Crossbeam 2 in type thin-walled column composite structure connects.Can connect between different L-type structure ontologies 1 revetment 5 be also possible to it is vacant
, the design requirement of different room spaces is seen in this way.And door opening 7 and/or window opening 6 are provided on the revetment 5, revetment 5 also divides
Point of interior counterscarp, revetment 5 on the outside of building body other than needing to be supported the main body frame unit 4 of connection different layers,
It also needs to carry out effective protection, external other sundries of rainwater the latter is avoided to enter in building body.Revetment 5 is prefabricated knot
Pattern can be arranged in structure when prefabricated on mold, improve aesthetics.
Referring to Figure 10 and Figure 14, in addition, being gone back on the main body frame unit 4 to promote entire component building diversification
Balcony assemblies 8 are installed, the balcony assemblies 8 include balcony component 81, balcony stile 82, cantilevered plate 83 and the assembly
Module composition；The both ends of the balcony component 81 are provided with the connector 84 with the cooperation of 1 side of L-type structure ontology, the sun
Platform stile 82 is mounted on 1 side of L-type structure ontology, and lower end is connect with connector 84；The both ends of the cantilevered plate 83 are also set
It is equipped with the connector 84 with the cooperation of 1 side of L-type structure ontology, 84 lower end of connector of the cantilevered plate 83 and corresponding side
82 upper end of balcony stile connection.In general, the modularized design of balcony assemblies 8, is also that the later period is facilitated to assemble, certainly also
Some prefabricated stair etc., are not detailed here.It carries out assembling entire section construction using above-mentioned load module, from entirety
On can reduce well scene need to build requirement and difficulty control required when major structure of construction.
The present invention provides a kind of L-type thin-walled composite structure and section construction, which utilizes modular fit drawing die
Block is assembled, and intensity easy to assembly is guaranteed, is arrived scene use again after prefabrication may be implemented, is reduced and be constructed into
Sheet and labor intensity, it is environmentally friendly.The present invention solves the problems, such as that the mold occurred in skyscraper is excessive.Such as in traditional type
The way for being gradually reduced wall beam column dimension from low layer to high level to reduce high layer weight is generallyd use in building, this will lead to assembly
Change mold in component production process and excessively generates many unfavorable factors.
The above, only better embodiment of the invention, but the present invention is not limited to above-described embodiments, as long as
The technical effect of the present invention is achieved by any identical or similar means for it, all should belong to protection scope of the present invention.
Claims (15)
1. a kind of load module, it is characterised in that: including L-type structure ontology, the L-type structure ontology is along the one of load-bearing direction
End is provided with positioning protrusion, and the other end is provided with the positioning groove for cooperating positioning protrusion on another L-type structure ontology；The L-type
The both ends of structural body are provided with mounting structure, are at least provided with connection damping structure on the mounting structure of one end.
2. a kind of load module according to claim 1, it is characterised in that: the mounting structure includes along load-bearing direction
The inserting groove of setting and the limit hole being arranged on this body sidewall of L-type structure, the limit hole are connected to inserting groove, the company
The one end for connecing damping structure is inserted into inserting groove, and can holding in limit hole.
3. a kind of load module according to claim 2, it is characterised in that: the connection damping structure includes tenon and resistance
Buddhist nun's chock, the tenon can be inserted into inserting groove, and are located at limit hole corresponding position and are provided with location hole；The damping chock
It is inserted into the channel that location hole and limit hole are linked to be, and tenon is locked in inserting groove.
4. a kind of load module according to claim 3, it is characterised in that: the damping chock include supple buffer layer and
The rigid connection layer of supple buffer layer two sides is set, and the rigid connection layer of two sides, which is located on the same end, is provided with inclination direction
The groove of supple buffer layer.
5. a kind of load module according to claim 2, it is characterised in that: the positioning protrusion is provided with two groups, and divides
It is not arranged on two sides of L-type structure ontology the same end；The middle part of the positioning protrusion is along load-bearing direction outwardly convex, and two
Side and L-type structure ontology gradually rounding off.
6. according to a kind of described in any item load modules of claim 2-5, it is characterised in that: the inserting groove setting is positioning
The inside of protrusion, each piece of positioning protrusion are correspondingly arranged at least one set of inserting groove.
7. a kind of load module according to claim 1-5, it is characterised in that: the L-type structure body end
Inside and outside be provided with connection step, positioning protrusion setting is between two sides connection step；Described this position of L-type structure
It is provided in the end of positioning groove one end and cooperates the ladder platform for connecting step on another L-type structure ontology.
8. a kind of load module according to claim 1-5, it is characterised in that: the two of the L-type structure ontology
Link slot and/or positioning step are provided on a lateral end panel.
9. a kind of L-type thin-walled column composite structure, it is characterised in that: by least one set of such as the described in any item dresses of claim 1-8
It is mutually spliced with module.
10. a kind of L-type thin-walled column composite structure according to claim 9, it is characterised in that: it further include crossbeam, the cross
Beam is transversely mounted on the both ends of L-type structure ontology；The both ends of the crossbeam are provided with mounting portion, are provided with and match on the mounting portion
It closes positioning protrusion and connects the mounting hole of damping structure, the mounting portion is additionally provided with sphenocephaly, any of the sphenocephaly
Lozenges can be matched with any lozenges of sphenocephaly on another crossbeam.
11. a kind of L-type thin-walled column composite structure according to claim 10, it is characterised in that: the crossbeam top is along length
Degree direction is provided with the installation step for installing floor.
12. a kind of section construction, it is characterised in that: including the described in any item L-type thin-walled column combinations of such as claim 9-11
Structure.
13. a kind of section construction according to claim 12, it is characterised in that: further include main body frame unit, floor
And revetment, the main body frame unit are provided at least one set, every group of main body frame unit is by least four groups of L-type thin-walled column combinations
Structures to form forms, and the two sides of the revetment are provided with L-type structure ontology two sides in cooperation L-type thin-walled column composite structure and match
Structure is closed, the upper and lower ends of the revetment are connect with crossbeam, in the side of the floor and all L-type thin-walled column composite structures
Crossbeam connection.
14. a kind of section construction according to claim 13, it is characterised in that: be provided on the revetment door opening and/
Or window opening.
15. a kind of section construction according to claim 13, it is characterised in that: also installed on the main body frame unit
There are a balcony assemblies, the balcony assemblies include balcony component, balcony stile, cantilevered plate and such as any one of claim 1-8 institute
The load module composition stated；The both ends of the balcony component are provided with the connector with the cooperation of L-type structure ontology side, described
Balcony stile is mounted on L-type structure ontology side, and lower end is connect with connector；The both ends of the cantilevered plate be also provided with
L-type structure ontology side cooperation the connector, the connector lower end of the cantilevered plate on the balcony stile of corresponding side
End connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910312324.1A CN110056078A (en) | 2019-04-18 | 2019-04-18 | Load module, L-type thin-walled composite structure and section construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910312324.1A CN110056078A (en) | 2019-04-18 | 2019-04-18 | Load module, L-type thin-walled composite structure and section construction |
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| CN201910312324.1A Pending CN110056078A (en) | 2019-04-18 | 2019-04-18 | Load module, L-type thin-walled composite structure and section construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111549969A (en) * | 2020-05-19 | 2020-08-18 | 朱珠 | Movable prevents energy-conserving building wall prefabricated component of bubble |
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