CN108301505A - A kind of assembled arthitecutral structure - Google Patents
A kind of assembled arthitecutral structure Download PDFInfo
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- CN108301505A CN108301505A CN201810102393.5A CN201810102393A CN108301505A CN 108301505 A CN108301505 A CN 108301505A CN 201810102393 A CN201810102393 A CN 201810102393A CN 108301505 A CN108301505 A CN 108301505A
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- support column
- block
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- hole
- concrete foundation
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- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 241001669679 Eleotris Species 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000009413 insulation Methods 0.000 claims description 11
- 239000000945 filler Substances 0.000 claims description 10
- 238000005520 cutting process Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 abstract description 11
- 238000010586 diagram Methods 0.000 description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000007788 liquid Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 230000013011 mating Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000994 depressogenic effect Effects 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/66—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
- H02S20/20—Supporting structures directly fixed to an immovable object
- H02S20/22—Supporting structures directly fixed to an immovable object specially adapted for buildings
- H02S20/23—Supporting structures directly fixed to an immovable object specially adapted for buildings specially adapted for roof structures
- H02S20/24—Supporting structures directly fixed to an immovable object specially adapted for buildings specially adapted for roof structures specially adapted for flat roofs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Photovoltaic Devices (AREA)
Abstract
The invention discloses a kind of assembled arthitecutral structures, it is intended to solve the problems, such as stability, its key points of the technical solution are that：A kind of assembled arthitecutral structure, including concrete foundation, with concrete foundation fixed metope structure and the roof structure that is set at the top of metope structure, the metope structure includes the assembled plate of more support columns and plugged and fixed between adjacent supports column, installation site of the concrete ground based on each support column, which offers, buries hole, the support column bottom end is provided with the embedment block chimeric with hole is buried, and the embedment block and buries and is formed with the areas Hou Jiao between hole.A kind of assembled arthitecutral structure of the present invention reinforces the bonding strength on ground and assembled plate by extension supporting column, to improve the stability of building.
Description
Technical field
The present invention relates to rooms to build field, more specifically, it relates to a kind of assembled arthitecutral structure.
Background technology
Assembled architecture refers to being built made of assemble in site with prefabricated component；The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and construction quality can be improved.
A kind of self-heat preserving assembly type building structure that the Chinese patent that notification number is CN107489224A is announced, technology are wanted
Point is, including assembly room, and the side for assembling room is equipped with door, and the top for assembling room is equipped with solar panel, assembles the interior of room
Portion is equipped with rechargeable battery, and solar panel is electrically connected with rechargeable battery, and assembly room is spliced by several assembled plates, assembled plate
It is made of outer protection board, thermal insulation board, wire board and interior protection board.
Room is assembled in said program to be spliced by assembled plate, to the technique effect that realization is quickly built, but by
In the connection structure of its shortage assembled plate and ground, there are problems that deficient in stability；Therefore it needs to propose a kind of new technology
Scheme solves the above problems.
Invention content
In view of the deficiencies of the prior art, the present invention intends to provide a kind of assembled arthitecutral structure, pass through increasing
If support column reinforces the bonding strength on ground and assembled plate, to improve the stability of building.
The present invention above-mentioned technical purpose technical scheme is that：A kind of assembled arthitecutral structure,
Including concrete foundation, with concrete foundation fixed metope structure and the roof structure that is set at the top of metope structure, institute
It includes the assembled plate of more support columns and plugged and fixed between adjacent supports column to state metope structure, and the concrete ground is based on
The installation site of each support column, which offers, buries hole, and the support column bottom end is provided with the embedment block chimeric with hole is buried, described to bury
Enter block and bury hole between be formed with the areas Hou Jiao.
By using above-mentioned technical proposal, when assembling building, foundation pit is dug on the ground of presumptive area, and
After filling concrete in foundation pit, the installation site of each support column is measured, and embedded volume is more than the wooden unit of embedment block, finally
Smooth and curing concrete, extracts wooden unit after concrete hardening, has multiple concrete foundations for burying hole to be formed, in turn
Ensure the hardness and flatness of building bottom；When complete after pouring of concrete foundation, alignment embedment block and bury cheat and it is vertical
It is inserted into, setting up for support column is completed, and concrete is injected being embedded to block and burying in the areas Hou Jiao that hole is formed, to be filled out by concrete
The areas Chong Houjiao eliminate embedment block and bury the gap in hole, and then ensure the bonding strength for being embedded to block and concrete foundation；When completion branch
After the installation of dagger, between each block of assembled plate is from top to bottom inserted into adjacent supports column, to complete the installation of assembled plate, i.e. wall
Face structure is set up；Finally roof structure is set on metope structure, you can complete the assembly of building；In conclusion
Metope structure realizes the connection with ground using support column, and using the grafting of assembled plate and adjacent supports column, is formed complete
Metope, compared to, only by polylith assembly board group at metope structure, effectively improving metope structure and concrete in only cited paper
The bonding strength of ground, and then ensure the stability of whole building.
The present invention is further arranged to：The linkage section of the support column and embedment block is provided with steel reinforcement cage.
By using above-mentioned technical proposal, steel reinforcement cage is arranged in support column, to which support column bottom end connection steel reinforcement cage is embedded in
Block wraps up, and steel reinforcement cage is on the one hand added inside embedment block as inner core, effectively improves the structural strength of embedment block, on the other hand
Increase support column and the connection structure for being embedded to block by steel reinforcement cage, to the bonding strength for improving support column with being embedded to block.
The present invention is further arranged to：It is described bury hole with embedment block be rectangle, the embedment block lower surface and bury cheat bottom
Between face pad be equipped with damping sleeper, it is described bury hole four side inner walls and embedment four side outer wall of block between respectively pad set damping sleeper.
It is rectangle due to burying hole with embedment block by using above-mentioned technical proposal, burying hole has horizontal bottom surface,
Being embedded to block has horizontal lower surface, so that it is guaranteed that vertical degree when support column is built in by being embedded to block on concrete foundation；
Pad sets damping sleeper between the lower surface and the bottom surface for burying hole of embedment block, can play the technique effect further leveled up, from
And embedment block lower surface is reduced, bury the requirement of hole bottom surface levelness；It is padded between being embedded to four side outer wall of block and burying four side inner walls of hole
If damping sleeper, to limit embedment block, and then avoid the concrete in the areas Hou Jiao during hardening, support column hair
Life is crooked；The ability that damping sleeper absorptive amplitude can also be utilized simultaneously effectively reduces concrete foundation and is transmitted to support column
Vibrations, and then assign building certain shock resistance.
The present invention is further arranged to：The adjacent support column opposite face offers slot along its length respectively, described
Assembled plate both sides are respectively arranged with the cutting mating with associated socket.
By using above-mentioned technical proposal, assembled plate is mating by cutting and slot, and realization is plugged in adjacent branch
Technology requirement between dagger；Meanwhile two support columns clamping opening that takes the shape of the letter U is held on the cuttings of assembled plate both sides, to realize by
The technique effect that both sides limit assembled plate, and then ensure the bonding strength of assembled plate and adjacent supports column.
The present invention is further arranged to：The concrete foundation upper surface is in the adjacent embedded elongated slot of setting between burying hole, institute
Assembled plate lower edge movable fit is stated in embedded elongated slot；The angle of the assembly plate and concrete foundation is provided with waterproof
Edge.
By using above-mentioned technical proposal, after completing the grafting of assembled plate, assembled plate both sides are limited by adjacent supports column,
Its lower edge is by being embedded in elongated slot limitation, to reach the technique effect for further increasing assembled plate installation strength；Assembled plate with
Waterproof edge is arranged in the angle of concrete foundation, effectively prevent liquid water to be overflowed by the seam crossing of assembled plate and concrete foundation and builds
It builds inside object.
The present invention is further arranged to：The roof structure includes supporting the fixed rectangular frames in top end with more simultaneously
And it is set to the polylith photovoltaic panel in rectangular frame.
By using above-mentioned technical proposal, rectangular frame is fixed with more support top ends simultaneously, to pass through square
Shape frame realizes the mutual limitation of support top end, effectively prevent support column to occur crooked, further increases the knot of metope structure
Structure intensity；Surface by photovoltaic panel as roof structure simultaneously, to assign the function of roof structure photovoltaic generation.
The present invention is further arranged to：Each support column is inwardly provided with vertical supporting plate, the rectangular frame following table
Face is provided with the U-clamp block for vertical supporting plate to be clamped, and the vertical supporting plate is right angle triangle, one right-angle side and support column
Fixed, another right-angle side is fixed with U-clamp block bolt.
By using above-mentioned technical proposal, vertical supporting plate is clamped by U-clamp block in rectangular frame, to complete rectangular frame
With the connection of support column, and by screw bolt reinforcing U-clamp block and vertical supporting plate, and then the connection of rectangular frame and support column is ensured
Intensity；Simultaneously because the shape setting of vertical supporting plate, makes its own form the structure similar to reinforcing rib, further increases rectangle
The bonding strength of frame and support column.
The present invention is further arranged to：Be provided in the rectangular frame in cross-shaped steel in length and breadth, it is described in length and breadth
Steel is in being formed with multiple installing frames in rectangular frame, photovoltaic panel is respectively arranged in corresponding installing frame described in polylith.
By using above-mentioned technical proposal, crossbar is set in rectangular frame, to which the structure for improving rectangular frame is strong
Degree；Each photovoltaic panel is independently installed in corresponding installing frame, to provide facility to replace the photovoltaic panel damaged.
The present invention is further arranged to：The installing frame is arranged with thermal insulation board in photovoltaic panel.
By using above-mentioned technical proposal, outside heat is completely cut off by thermal insulation board, is tied through roof to reduce external heat
Structure enters building inner wall, and the problem for effectively avoiding interior of building temperature excessively high occurs.
The present invention is further arranged to：It is provided with waterproof filler strip between the photovoltaic panel edge and installing frame.
By using above-mentioned technical proposal, the leakproofness of photovoltaic panel and installing frame inner wall is improved by waterproof filler strip, effectively
It avoids liquid water from being overflowed by the seam of the two, and then avoids thermal insulation board by raindrop erosion.
In conclusion the invention has the advantages that：It is used as building bottom structure by concrete foundation, to
Ensure the hardness and flatness of building bottom；By support column and embedment block, the connection of assembled plate and concrete foundation is realized,
So that it is guaranteed that the bonding strength of wall body structure and ground, and then improve the stability of building；By adding steel reinforcement cage, reinforce burying
Enter the structural strength of block, and improves the bonding strength of embedment block and support column；Sleeper absorptive amplitude is set by pad, and then assigns and building
Build object function of seismic resistance；By the way that waterproof edge is arranged, liquid water is avoided to overflow into building by the seam crossing of concrete foundation and assembled plate；
The top that each support column is connected by rectangular frame further increases the structural strength of metope structure；Made by photovoltaic panel
For the surface of roof structure, to assign the function of roof structure photovoltaic generation；Rectangular frame is improved by adding steel in length and breadth
Structural strength；By independently installed photovoltaic panel, to provide facility to replace photovoltaic panel.
Description of the drawings
Fig. 1 is the overall structure diagram of the present invention；
Fig. 2 is the cooperation schematic diagram of support column of the present invention and concrete foundation, which has carried out truncation, in the areas Qie Houjiao
Not yet inject concrete.
Fig. 3 is the portions the A enlarged diagram of Fig. 2, the main matching relationship for indicating embedment block and burying hole；
Fig. 4 is the structural schematic diagram of support column of the present invention, which has carried out truncation, and is embedded to block and is not yet poured with support column
Build connection；
Fig. 5 is the schematic diagram of the hiding roof structure of the present invention, mainly indicates metope structure；
Fig. 6 is the portions the B enlarged diagram of Fig. 5, the main matching relationship for indicating assembled plate and support column；
Fig. 7 is the structural schematic diagram when present invention is equipped with one block of assembled plate；
Fig. 8 is the portions the C enlarged diagram of Fig. 7, the main matching relationship for indicating assembled plate lower edge and concrete foundation；
Fig. 9 is the structural schematic diagram of roof structure lower surface of the present invention, which has carried out truncation；
Figure 10 is the structural schematic diagram of support column of the present invention, which has carried out truncation；
Figure 11 is the portions the D enlarged diagram of Fig. 9, the main structure for indicating U-clamp block；
Figure 12 is the structural schematic diagram of roof structure upper surface of the present invention；
Figure 13 is the portions the E enlarged diagram of Figure 12, the main matching relationship for indicating photovoltaic panel and installing frame.
Description of the drawings：1, concrete foundation；21, support column；22, assembled plate；23, hole is buried；24, it is embedded to block；25, it is poured after
Area；251, damping sleeper；26, steel reinforcement cage；27, cutting；271, slot；28, embedded elongated slot；29, waterproof edge；31, rectangular frame；
32, photovoltaic panel；33, vertical supporting plate；34, U-clamp block；35, steel in length and breadth；36, installing frame；37, thermal insulation board；38, waterproof filler strip.
Specific implementation mode
Below in conjunction with attached drawing, invention is further described in detail.
A kind of assembled arthitecutral structure, as shown in Figure 1, Figure 2, Figure 3 shows, including concrete foundation 1 and concrete foundation 1 are consolidated
Fixed metope structure and the roof structure being set at the top of metope structure, metope structure include more support columns 21 and grafting
The assembled plate 22 being fixed between adjacent supports column 21, concrete foundation 1 are formed in the installation site of each support column 21 and are buried
Hole 23,21 bottom end pouring molding of support column and bury hole 23 chimeric embedment blocks 24, embedment block 24 and bury cheat 23 between be formed with after
Pour area 25.
The present embodiment digs foundation pit in practical set on the ground of presumptive area, and fills in foundation pit mixed
After solidifying soil, measure the installation site of each support column 21, and embedded length, width and height are all higher than the wooden unit of embedment block 24, it is last it is smooth simultaneously
Curing concrete, after concrete hardening to a certain degree afterwards extract wooden unit, to formed have multiple concrete foundations for burying hole
1, and then ensure the hardness and flatness of building bottom；When completing after pouring of concrete foundation 1, alignment is embedded to block 24 and buries
Hole 23 is simultaneously inserted vertically into, and completes setting up for support column 21（Under this state be embedded to 24 outer surface of block and bury hole 23 inner walls between have
There is spacing spacing, embedment 24 upper surface of block with 23 upper edges of hole are buried, and are the areas Hou Jiao 25 in conjunction with two above spacing）, rear
It pours and injects concrete in area 25, to by the areas Concrete Filled Hou Jiao 25, eliminate embedment block 24 and bury the gap in hole 23, and then really
Protect the bonding strength of embedment block 24 and concrete foundation 1；After completing the installation of support column 21, from top to bottom by each block of assembled plate
22 are inserted between adjacent supports column 21, to complete the installation of assembled plate 22, are finally completed setting up for metope structure；Finally by room
Roof construction is set on metope structure, you can completes the assembly of building；In conclusion passing through prefabricated metope structure and roof
Structure effectively reduces site operation amount, while metope structure passes through the embedment block 24 of 21 bottom end of support column, realization and concrete ground
The connection of base 1 to improve the bonding strength of metope structure and concrete foundation 1, and then improves the stability of whole building.
Support column 21 is connect by being embedded to block 24 with concrete foundation 1, therefore is embedded to the self-strength of block 24, and embedment
The bonding strength of block 24 and support column, it will directly affect the bonding strength of metope structure and concrete foundation 1, thus as Fig. 3,
Shown in Fig. 4, support column 21 and the linkage section of embedment block 24 are welded with steel reinforcement cage 26, embedment block 24 be wrapped in steel reinforcement cage 26 with
The structural strength of embedment block 24 to the inner core by steel reinforcement cage 26 as embedment block 24, and then is improved, together in the bottom end of support column 21
When support column 21 by steel reinforcement cage 26 increase be embedded to block 24 connection structure, and then improve support column 21 be embedded to block 24 company
Connect intensity.
To ensure the vertical degree of support column 21, as shown in Figure 2 and Figure 3, it is rectangle to bury hole 23 with embedment block 24, to bury
There is horizontal bottom surface, embedment block 24 to have horizontal lower surface in hole 23, and then ensure that support column 21 is set up by being embedded to block 24
Vertical degree when on concrete foundation 1；Pad is equipped with damping sleeper 251 between being embedded to 24 lower surface of block and burying 23 bottom surfaces of hole, from
And the bottom surface for burying hole 23 is further leveled up by damping sleeper 251, to the water for reducing by 24 lower surface of embedment block, burying 23 bottom surfaces of hole
Pingdu requirement, reduces difficulty of construction；It buries to pad respectively between 23 4 side inner walls of hole and embedment 24 4 side outer wall of block and sets damping sleeper
251, to be limited embedment block 24 by damping sleeper 251, effectively avoid the concrete in the areas Hou Jiao 25 in the process of hardening
In, support column 21 occurs crooked；In conjunction with above 3 points, it is finally reached the technique effect for ensuring that support column 21 is spent vertically, while by
Have the function of absorptive amplitude in damping sleeper 251, reduces the vibrations that concrete foundation 1 is transmitted to support column 21, and then assign
The certain shock resistance of building.
Assembled plate 22 is plugged in the following way between adjacent supports column 21, as shown in Figure 5, Figure 6, adjacent supports column 21
Opposite face offers slot 271 along its length respectively, 22 both sides of assembled plate respectively integrally formed with 271 grafting of associated socket
The cutting 27 of cooperation, to by the mating of cutting 27 and slot 271, realize assembly plate 22 be plugged in adjacent supports column 21 it
Between technology requirement, to further increase the bonding strength of assembled plate 22 and support column 21, the assembled completion of plate 22 in the present embodiment
After grafting, it is provided with screw bolt reinforcing assembly plate 22 and support column 21.
To avoid liquid water from overflowing into building by concrete foundation 1 and the seam crossing of assembled plate 22, as shown in Figure 7, Figure 8,
1 upper surface of concrete foundation offers embedded elongated slot 28 between hole 23 in adjacent bury, and assembled plate 22 completes its lower edge after installation
Movable fit is formed with waterproof in embedded elongated slot 28 in the angle casting concrete of assembled plate 22 and concrete foundation 1
Along 29, to eliminate the gap of concrete foundation 1 and assembled plate 22 by waterproof edge 29, and then prevent liquid water by concrete foundation
1 overflows into building with the seam crossing of assembled plate 22；It should be noted that returning to Fig. 6, the inner wall of slot 271 is set in the present embodiment
It is equipped with rubber filler strip（It is not marked in figure）, waterproof filler strip is fitted closely in 27 surface of cutting, assembled to be eliminated by rubber filler strip
The gap of plate 22 and support column 21, and then prevent liquid water from overflowing into building by support column 21 and the gap of assembled plate 22.
To improve the bending resistance of support column 21, return to Fig. 1, roof structure include simultaneously with more 21 tops of support column
Fixed rectangular frame 31 and the polylith photovoltaic panel 32 being set in rectangular frame 31, to be connected by rectangular frame 31
The top of each support column 21, and then realize mutually being limited for support column 21, effectively improve the counter-bending energy of support column 21
Power；Meanwhile the surface using photovoltaic panel 32 as roof structure, to assign the function of roof structure photovoltaic generation.
Rectangular frame 31 is fixed with support column 21 in the following way, as each support column 21 of Fig. 9, Figure 10, Figure 11 is inside
It is provided with vertical supporting plate 33,31 lower surface bolt of rectangular frame is fixed with the U-clamp block 34 for vertical supporting plate 33 to be clamped, vertically
Supporting plate 33 is right angle triangle, two right-angle side is fixed with support column 21,34 bolt of U-clamp block respectively；Rectangular frame 31 is logical
It crosses U-clamp block 34 and vertical supporting plate 33 is clamped, to complete the connection of rectangular frame 31 and support column 21, and pass through screw bolt reinforcing U
Clevis block 34 and vertical supporting plate 33, and then ensure the bonding strength of rectangular frame 31 and support column 21；Simultaneously because vertical supporting plate
33 shape setting, makes its own form the structure similar to reinforcing rib, further increases rectangular frame 31 and support column 21
Bonding strength.
Photovoltaic panel 32 is installed in the following way in rectangular frame 31, as shown in Figure 12 and Figure 13, in rectangular frame 31
It is in cross-shaped steel 35 in length and breadth to be welded with, and steel 35 is more in being formed with multiple installing frames 36 in rectangular frame 31 in length and breadth
Block photovoltaic panel 32 is embedded in respectively in corresponding installing frame 36, to realize the independently installed of polylith photovoltaic panel 32, Jin Erwei
The photovoltaic panel for replacing damage provides facility.
It is found in practice, due to the surface using photovoltaic panel 32 as roof structure, there are roof structure mistakes
In thin, the excessively poor problem of thermal insulation, as shown in Figure 12 and Figure 13, installing frame 36 is clamped under photovoltaic panel 32 and glue is intrinsic
On the one hand thermal insulation board 37 slows down hot season heat and enters building to which the interior or exterior space of roof structure be isolated by thermal insulation board 37
Inside object, another party slow down cold season interior of building heat overflow shed；Due to thermal insulation board 37 and the formation of installing frame 36
There are one depressed area, when rainwater enters in this depressed area, it will be stranded in for a long time wherein, it will corrosion thermal insulation board
37, waterproof filler strip 38 is provided between 32 edge of photovoltaic panel and installing frame 36 thus, waterproof filler strip 38 can be glass cement, from
And the gap of photovoltaic panel 32 and installing frame 36 is eliminated by waterproof filler strip 38, and then rainwater is avoided to overflow into.
Specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
The modification that not creative contribution can be made to the present embodiment as needed after reading this specification, but as long as in this hair
It is all protected by Patent Law in bright right.
Claims (10)
1. a kind of assembled arthitecutral structure, including concrete foundation（1）With concrete foundation（1）Fixed metope structure and
The roof structure being set at the top of metope structure, it is characterised in that：The metope structure includes more support columns（21）And it inserts
It connects and is fixed on adjacent supports column（21）Between assembled plate（22）, the concrete foundation（1）In each support column（21）Peace
Holding position, which offers, buries hole（23）, the support column（21）Bottom end is provided with and buries hole（23）Chimeric embedment block（24）, described
It is embedded to block（24）It is cheated with burying（23）Between be formed with the areas Hou Jiao（25）.
2. a kind of assembled arthitecutral structure according to claim 1, it is characterised in that：The support column（21）With embedment block
（24）Linkage section be provided with steel reinforcement cage（26）.
3. a kind of assembled arthitecutral structure according to claim 1, it is characterised in that：It is described to bury hole（23）With embedment block
（24）It is rectangle, the embedment block（24）Lower surface and bury hole（23）Pad is equipped with damping sleeper between bottom surface（251）, described to bury
Hole（23）Four side inner walls and embedment block（24）Pad sets damping sleeper respectively between four side outer walls（251）.
4. a kind of assembled arthitecutral structure according to claim 1, it is characterised in that：The adjacent support column（21）Relatively
Face offers slot along its length respectively（271）, the assembly plate（22）Both sides are respectively arranged with and associated socket（271）It inserts
Connect the cutting of cooperation（27）.
5. a kind of assembled arthitecutral structure according to claim 4, it is characterised in that：The concrete foundation（1）Upper table
Hole is buried in adjacent in face（23）Between embedded elongated slot is set（28）, the assembly plate（22）Lower edge movable fit is in embedded elongated slot
（28）It is interior；The assembly plate（22）With concrete foundation（1）Angle be provided with waterproof edge（29）.
6. a kind of assembled arthitecutral structure according to claim 1, it is characterised in that：The roof structure include simultaneously with
More support columns（21）The fixed rectangular frame in top（31）And it is set to rectangular frame（31）Interior polylith photovoltaic panel
（32）.
7. a kind of assembled arthitecutral structure according to claim 6, it is characterised in that：Each support column（21）Inwardly
It is provided with vertical supporting plate（33）, the rectangular frame（31）Lower surface is provided with for vertical supporting plate to be clamped（33）U-clamp block
（34）, the vertical supporting plate（33）For right angle triangle, one right-angle side and support column（21）It is fixed, another right-angle side and U-shaped
Fixture block（34）Bolt is fixed.
8. a kind of assembled arthitecutral structure according to claim 6, it is characterised in that：The rectangular frame（31）Interior setting
It is in cross-shaped steel in length and breadth to have（35）, the steel in length and breadth（35）In rectangular frame（31）Inside it is formed with multiple installing frames
（36）, photovoltaic panel described in polylith（32）It is respectively arranged in corresponding installing frame（36）It is interior.
9. a kind of assembled arthitecutral structure according to claim 8, it is characterised in that：The installing frame（36）In photovoltaic face
Plate（32）Be arranged with thermal insulation board（37）.
10. a kind of assembled arthitecutral structure according to claim 9, it is characterised in that：The photovoltaic panel（32）Edge
With installing frame（36）Between be provided with waterproof filler strip（38）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810102393.5A CN108301505A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled arthitecutral structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810102393.5A CN108301505A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled arthitecutral structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108301505A true CN108301505A (en) | 2018-07-20 |
Family
ID=62850936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810102393.5A Pending CN108301505A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled arthitecutral structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108301505A (en) |
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| CN108999291A (en) * | 2018-08-06 | 2018-12-14 | 湖南城市学院 | A kind of assembled architecture steel construction |
| CN111287492A (en) * | 2020-03-05 | 2020-06-16 | 山东平安建筑工业化科技有限公司 | Novel modern assembled house |
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