CN209260910U - A kind of adjustable stress system Assembled self-insulating house - Google Patents
A kind of adjustable stress system Assembled self-insulating house Download PDFInfo
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- CN209260910U CN209260910U CN201821293439.8U CN201821293439U CN209260910U CN 209260910 U CN209260910 U CN 209260910U CN 201821293439 U CN201821293439 U CN 201821293439U CN 209260910 U CN209260910 U CN 209260910U
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Abstract
The utility model discloses a kind of adjustable stress system Assembled self-insulating houses, are mainly assembled by self-heat-insulating bearing Side fascia, Sloping roof plate using a small amount of high-strength link bolt, suspension column is just connect using sill anchor.The utility model adjustment is placed in the thickness of the specification of I-steel and plate in the steel column in Side fascia and roof boarding, and the stress of the adjustable Pre-stressed pole by setting on Sloping roof slab beam is adjusted, it is adjusted Side fascia steel column stress, capital horizontal displacement reduces, so that adjustable stress system prefabricated buildings be made to form the series specification product suitable for Different climate condition (wind pressure and building thermal performance design subregion)；Plate stress is extremely helpful when 2 steel I-beams of small steel frame, roof boarding in Side fascia are to construction hoisting, is conducive to the raising of Side fascia thermal property parameter, reduces exterior wall plate thickness.
Description
Technical field
The utility model relates to the fields of building construction, and in particular to a kind of adjustable stress system Assembled self-insulating room
Room.
Background technique
Assembled self-insulating house, it is desirable that assembling is simple, and installation speed is fast, and dead load is light, generally using steel construction by
Advocate body, the peripheral structure that FC plate embeds the forms such as insulating layer or the wooden wallboard is in the majority, also has and adds wood using concrete external wall panel
The structure type on roof.This adjustable stress system Assembled self-insulating house be suitable for ecological health-care spend a holiday, new countryside construction etc.
One~tri- layer of prefabricated buildings, using Sloping roof form.Mountainous region health, which is spent a holiday, is held on height leg column core with prefabricated buildings
On the girder steel of steel-frame structure pedestal, the high mountain ecosystem woods is enable to retain, platform uses truss bars lightweight aggregate concrete
Superimposed sheet.
Utility model content
The purpose of the utility model is to overcome the shortcomings of the prior art, and provide a kind of adjustable stress system assembly
Formula self-heat conserving house.
The purpose of this utility model is completed by following technical solution: this adjustable stress system assembled self-insurance
Hot house room, main includes single standard width of a room in an old-style house Assembled self-insulating house and more standard width of a room in an old-style house Assembled self-insulatings house, and single standard width of a room in an old-style house assembled is certainly
Thermal insulation house: two steel I-columns and a steel I-beam and structure as built in the compound lightweight aggregate concrete Side fascia of monolithic self-heat conserving
It makes square steel tube and forms a stable small steel frame, the column footing of every piece of Side fascia steel column and sole plate uses sill anchor
Rigid connection, vertical structure system are to be connected between the steel I-beam of muti-piece Side fascia using link bolt, i.e. muti-piece Side fascia
Small steel frame articulated connection, intermediate lateral structural system be Side fascia steel I-column and Sloping roof slab beam between using hinge
Connecting bolt connects to be formed hingedly, and flower basket bolt prestressed draw-bar is equipped between two pieces of Sloping roof slab beams and applies prestressing force, mountain
Wall construction system is to be connected between two blocks of gable board steel I-beams using link bolt, i.e., two small steel frames of two blocks plates are hinged
It connect to be formed hingedly using link bolt with Side fascia steel column again after connection；Three floor prefabricated buildings linked system schemes: main
Body structure increases by two layers of horizontal girder steel and steel column is connected to be formed hingedly with link bolt, and floor uses outsourcing C-type steel light aggregate concrete plate；
More standard width of a room in an old-style house Assembled self-insulatings house vertical structure system is Sloping roof slope direction, and the small steel frame for being similarly plurality of plates is hinged
Connection；Intermediate lateral structural system connects to be formed between multispan wallboard steel I-column and Sloping roof slab beam using link bolt
Hinged Bent.
The two floor prefabricated buildings linked system structures in single standard width of a room in an old-style house Assembled self-insulating house: main structure increases by one layer
Horizontal girder steel simultaneously connect to be formed hingedly with steel column with link bolt, and floor uses outsourcing C-type steel light aggregate concrete plate；Three floor assembleds
House linked system structure: main structure increases by two layers of horizontal girder steel and steel column is connected to form hinged, floor use with link bolt
Outsourcing C-type steel light aggregate concrete plate.
Two~tri- floor prefabricated buildings linked system structures in more standard width of a room in an old-style house Assembled self-insulatings house: main structure increases
One~bis- layer of horizontal girder steel and steel column are connected to be formed hingedly with link bolt, and floor uses outsourcing C-type steel light aggregate concrete plate；Three floors
Side fascia be divided into two-ply assembly, upper and lower laminate steel I-column increases by one and just connects connecting node, and Side fascia is divided into two-ply
Assembly, upper and lower laminate steel I-column increase by one and just connect connecting node.
2 steel I-columns, 1 steel I-beam, 3 construction square steel tubes, outside 20mm are thick built in every piece of the Side fascia
Ceramic cement concrete+175~275mm thickness lightweight aggregate concrete plate, 200~300mm of plate overall thickness or so, board width 2m~3m
Left and right, intermediate 100~150mm of embedding polystyrene extruded sheet insulating layer is thick, and extruded sheet, which is spaced in intervals, to be connected to wearing FRP heat preservation
Fitting, to connect the lightweight aggregate concrete plate of extruded sheet two sides, square steel tube both ends are fixed with inner thread sleeve and expose plate face for hanging
Dress is used.
2 Sloping roof slab beams, 1 I-steel longitudinal beam, 3 construction square steel tubes built in described every piece of Sloping roof plate,
Using 150~200mm thickness LC10~LC15 lightweight aggregate concrete plate, board width 2m~3m, intermediate embedding 70~100mm polyphenyl second
Alkene extruded sheet insulating layer, extruded sheet are spaced in intervals to FRP thermal-insulation connecting piece is worn, and connect the lightweight aggregate coagulation of extruded sheet two sides
Native plate, square steel tube both ends are fixed with inner thread sleeve and expose plate face for lifting.
The link bolt mating connection plate, sash partition use.
The sill anchor is mounted on anchor bolt support bracket, on backing plate, and to be fixed to ungauged regions high-strength from trickling for lower end
On grouting material and column footing.
The utility model has the following beneficial effects:
1, plate stress when 2 steel I-beams of the small steel frame in the utility model Side fascia, roof boarding are to construction hoisting
It is extremely helpful, general lightweight aggregate concrete plate intensity requirement LC25 or more, the lightweight aggregate concrete strength grade LC10 of the plate
~LC15 requirement is low, and density rating is small, has the characteristics that weight is lighter, is conducive to the raising of Side fascia thermal property parameter, subtracts
Few exterior wall plate thickness.
2, the utility model adjustment is placed in the thickness of the specification of I-steel and plate in the steel column in Side fascia and roof boarding, and
It is adjusted by the stress of the adjustable Pre-stressed pole set on Sloping roof slab beam, is adjusted Side fascia steel column stress, column
It pushes up horizontal displacement to reduce, so that adjustable stress system prefabricated buildings be made to form the Different climate condition that is suitable for (wind pressure and building
Thermal Design subregion) series specification product.
3, with height between 2 small steel I-beams of 2 steel I-columns built in every block of wallboard of the utility model and every piece of roof boarding
Strength bolt articulated connection, 2 blocks of wallboards add 2 pieces of Sloping roof board groups at a stable stress unit.Pass through wallboard 2 between each unit
The totally 3 hinge joint connections of a, 1, roofing, are assembled into the main body of a building prefabricated buildings.Each articulated connection point uses 1 height
Strength bolt connection, the advantage for having installation bolt quantity few.
4, the utility model transverse beam both ends use articulated connection point that can make load-bearing wall panel steel column based on axle power, steel column
Section reduces, and stress is more reasonable；The advantages of pitched roof is to rainwater more regions has the advantages that accelerating rain water on roof is discharged, can
To look for slope way to reduce roofing self weight than building；There are preformed groove at slope roof surface board I-steel connecting node, bottom pours 50 thickness
Template of the lightweight aggregate concrete plate as back-grouting；Steel connects that suspension column is identical as panel width, and column bottom is concordant with wallboard bottom, is convenient for
Prefabricated board formwork.
Detailed description of the invention
Fig. 1 is the lateral stressed system schematic diagram in one layer of room of the utility model.
Fig. 2 is one layer of room longitudinal stress system schematic diagram of the utility model.
Fig. 3 is the lateral stressed system schematic diagram in two layers of room of the utility model.
Fig. 4 is that lateral stressed system schematic diagram is built in the more building spellings in one layer of room of the utility model.
Fig. 5 is that lateral stressed system schematic diagram is built in the more building spellings in two layers of room of the utility model.
Fig. 6 is that longitudinal stress system schematic diagram is built in more buildings spelling of the utility model.
Fig. 7 is the Sloping roof plate schematic diagram of the utility model.
Fig. 8 is the Side fascia schematic diagram of the utility model.
Fig. 9 is that the roof cant beam of the utility model splices connection detail.
Figure 10 is that the exterior wall plate-girder beam of the utility model splices connection detail.
Figure 11 is the roofing cant beam of the utility model, Side fascia steel column splicing connection detail.
Figure 12 is the foot joint plane detail drawing of the utility model.
Figure 13 is the sill anchor installation diagram of the utility model.
Description of symbols: Side fascia 1, steel column 2, link bolt 3, girder steel 4, flower basket bolt prestressed draw-bar 5, Sloping roof
Slab beam 6, square steel tube 7, sill anchor 8, ungauged regions from trickling high-strength grout 9, column footing 10, anchor bolt support bracket 11,
Backing plate 12, connecting plate 13, sash partition 14.
Specific embodiment
Detailed introduction is done to the utility model below in conjunction with attached drawing:
Embodiment 1: as shown in the picture, this adjustable stress system Assembled self-insulating house, main includes single standard width of a room in an old-style house dress
With formula self-heat conserving house and more standard width of a room in an old-style house Assembled self-insulatings house, single standard width of a room in an old-style house Assembled self-insulating house: answered by monolithic self-heat conserving
It closes two steel I-columns 2 and a steel I-beam 4 built in lightweight aggregate concrete Side fascia 1 and construction square steel tube 7 forms one surely
The column footing 10 of fixed small steel frame, every piece of Side fascia steel column 2 and sole plate is rigidly connected using sill anchor 8, longitudinal
Structural system is to be connected between the steel I-beam 4 of muti-piece Side fascia 1 using link bolt 3, i.e. the small steel frame of muti-piece Side fascia 1
Articulated connection, intermediate lateral structural system are that link bolt 3 is used between the steel I-column 2 and Sloping roof slab beam 6 of Side fascia 1
Connection is formed hingedly, and flower basket bolt prestressed draw-bar 5 is equipped between two pieces of Sloping roof slab beams 6 and applies prestressing force, by outer
The adjustment of 1 I-steel specification of wallboard, and adjustable 5 stress value of flower basket bolt prestressed draw-bar on Sloping roof slab beam is adjusted,
Adjustable stress system prefabricated buildings are made to form the series of the Different climate condition that is suitable for (wind pressure and building thermal performance design subregion)
Specification product.Breast-wall system is to be connected between two blocks of gable board steel I-beams using link bolt 3, i.e., two of two blocks plates
Formation is connect hingedly using link bolt 3 with Side fascia steel column 2 again after small steel frame articulated connection；Two floor prefabricated buildings connect
Junctor system scheme: main structure increases by one layer of horizontal girder steel 4 and connect formation with the link bolt 3 of steel column 2 hingedly, and floor is using outer
Packet C-type steel light aggregate concrete plate；Three floor prefabricated buildings linked system schemes: main structure increases by two layers of horizontal girder steel 4 and steel column 2
It is formed hingedly with the connection of link bolt 3, floor uses outsourcing C-type steel light aggregate concrete plate；More standard width of a room in an old-style house Assembled self-insulatings house is vertical
It is Sloping roof slope direction to structural system, is similarly the small steel frame articulated connection of plurality of plates；Intermediate lateral structural system is
Hinged Bent is formed using the connection of link bolt 3 between multispan wallboard steel I-column 2 and Sloping roof slab beam 6；Two~tri- floors
Prefabricated buildings linked system scheme, main structure increase by one~bis- layer of horizontal girder steel 4 and connect formation with the link bolt 3 of steel column 2
Hingedly, floor uses outsourcing C-type steel light aggregate concrete plate；The Side fascia 1 of three floors is divided into two-ply assembly, upper and lower laminate I-steel
Column 2 increases by one and just connects connecting node.
2 steel I-beam 4,3 of steel I-column 2,1 construction square steel tubes 7, outside built in 1 every piece of the Side fascia
20mm thickness ceramic cement concrete+175~275mm thickness lightweight aggregate concrete plate, 200~300mm of plate overall thickness or so, board width
2m~3m or so, intermediate 100~150mm of embedding polystyrene extruded sheet insulating layer is thick, and extruded sheet is spaced in intervals to wearing FRP
Thermal-insulation connecting piece, to connect the lightweight aggregate concrete plate of extruded sheet two sides, 7 both ends of square steel tube are fixed with inner thread sleeve and expose plate
Face is for lifting.Side fascia 1 resists wind load and lifting stress, the lightweight aggregate concrete intensity of the Side fascia 1 using steel skeleton
Class requirement is low, takes LC10~LC15, is that a kind of bulk density is light, and thermal property and the excellent assembled of space overall mechanical properties can
Bearing external wall plate 1.
2 Sloping roof slab beams, 6,1 I-steel longitudinal beams, 3 constructions use square steel tube built in described every piece of Sloping roof plate
7, using 150~200mm thickness LC10~LC15 lightweight aggregate concrete plate, board width 2m~3m, intermediate embedding 70~100mm polyphenyl
Ethylene extruded sheet insulating layer, extruded sheet are spaced in intervals to FRP thermal-insulation connecting piece is worn, and the lightweight aggregate of connection extruded sheet two sides is mixed
Concrete board, square steel tube both ends are fixed with inner thread sleeve and expose plate face for lifting.
The assembling of the prefabricated buildings: by self-heat-insulating bearing Side fascia 1, Sloping roof plate using a small amount of high-strength link bolt
3 assemble, and suspension column is just connect using sill anchor 8.Prefabricated buildings can bear wind load and building roof live load.
The lateral standard width of a room in an old-style house 5400 of 2: one layers of embodiment, longitudinal depth 7600, inclined roof height 5.7m, eaves height 3.8m, one
Layer construction area 50.44m2(wherein kitchen 13.67m2, toilet 8.20m2, parlor 21.87m2).Parlor is located at one layer, bedroom
Two layers are arranged in, two layers are got on by the stair in kitchen.Bedroom construction area 21.88m2, overall floorage 72.88m2.Side fascia
6 pieces of 2200mm wide, 4 pieces of 2600mm wide, 2 pieces of 1000mm wide, plate thickness 200mm.6 pieces of Sloping roof plate 2200mm wide, 2600mm wide 2
Block, plate thickness 150.
The assembling of prefabricated buildings: 76 high-strength hinges of M16 are used by 12 blocks of self-heat-insulating bearing Side fascias, 1,8 block of Sloping roof plate
The articulated connection of connecting bolt 3 assembles, and suspension column is just connect using 88 M20 sill anchors 8.
It is understood that it will be understood by those skilled in the art that the technical solution of the utility model and utility model structure
Think of is subject to equivalent substitution or change all and should belong to the protection scope of the utility model the attached claims.
Claims (7)
1. a kind of adjustable stress system Assembled self-insulating house, it is characterised in that: main includes single standard width of a room in an old-style house Assembled self-insulating
Single standard width of a room in an old-style house Assembled self-insulating house: house and more standard width of a room in an old-style house Assembled self-insulatings house are mixed by the compound lightweight aggregate of monolithic self-heat conserving
Two steel I-columns (2) and a steel I-beam (4) and construction square steel tube (7) form a stabilization built in solidifying soil Side fascia (1)
Small steel frame, the column footing (10) of every piece of Side fascia steel column (2) and sole plate using sill anchor (8) rigid connection,
Vertical structure system is to be connected between the steel I-beam (4) of muti-piece Side fascia (1) using link bolt (3), i.e. muti-piece Side fascia
(1) small steel frame articulated connection, intermediate lateral structural system are the steel I-column (2) and Sloping roof slab beam of Side fascia (1)
(6) it is formed hingedly between using link bolt (3) connection, flower basket bolt prestressing force is equipped between two pieces of Sloping roof slab beams (6)
Pull rod (5) simultaneously applies prestressing force, and breast-wall system is to be connected between two pieces of gable board steel I-beams (4) using link bolt (3)
It connects, i.e., connect formation hinge using link bolt (3) with Side fascia steel column (2) again after the small steel frame articulated connection of two of two blocks plates
It connects；More standard width of a room in an old-style house Assembled self-insulatings house vertical structure system is Sloping roof slope direction, is similarly the small steel frame of plurality of plates
Articulated connection；Intermediate lateral structural system uses hinged spiral shell between multispan wallboard steel I-column (2) and Sloping roof slab beam (6)
Bolt (3) connection forms Hinged Bent.
2. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: single standard width of a room in an old-style house assembled
The two floor prefabricated buildings linked system structures in self-heat conserving house: main structure increase by one layer of horizontal girder steel (4) and with steel column (2)
It is formed with link bolt (3) connection hinged；Three floor prefabricated buildings linked system structures: main structure increases by two layers of horizontal girder steel
(4) it is hinged that formation is connect with steel column (2) with link bolt (3), floor uses outsourcing C-type steel light aggregate concrete plate.
3. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: more standard width of a room in an old-style house assembleds
Two~tri- floor prefabricated buildings linked system structures in self-heat conserving house: main structure increase by one~bis- layer of horizontal girder steel (4) with
Steel column (2) is connected with link bolt (3) to be formed hingedly, and floor uses outsourcing C-type steel light aggregate concrete plate；The Side fascia of three floors
(1) it is divided into two-ply assembly, upper and lower laminate steel I-column (2) increases by one and just connects connecting node, and Side fascia (1) is divided into two-ply
Assembly, upper and lower laminate steel I-column increase by one and just connect connecting node.
4. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: the Side fascia
(1) 2 steel I-columns (2), 1 steel I-beam (4), 3 constructions use square steel tube (7) built in every piece, outside 20mm thickness ceramic water
Cement concrete+175~275mm thickness lightweight aggregate concrete plate, plate 200~300mm of overall thickness, board width 2m~3m or so are intermediate
100~150mm of embedding polystyrene extruded sheet insulating layer is thick, and extruded sheet is spaced in intervals to FRP thermal-insulation connecting piece is worn, to connect
The lightweight aggregate concrete plate of extruded sheet two sides is connect, square steel tube (7) both ends are fixed with inner thread sleeve and expose plate face for lifting.
5. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: every piece of Sloping roof plate
Built-in 2 Sloping roof slabs beam (6), 1 I-steel longitudinal beam, 3 constructions use square steel tube (7), using 150~200mm thickness
LC10~LC15 lightweight aggregate concrete plate, board width 2m~3m, intermediate embedding 70~100mm polystyrene extruded sheet insulating layer,
Extruded sheet is spaced in intervals to FRP thermal-insulation connecting piece is worn, and connects the lightweight aggregate concrete plate of extruded sheet two sides, square steel tube (7)
Both ends are fixed with inner thread sleeve and expose plate face for lifting.
6. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: link bolt (3)
Mating connection plate (13), sash partition (14) use.
7. adjustable stress system Assembled self-insulating house according to claim 1, it is characterised in that: sill anchor (8)
It is mounted on anchor bolt support bracket (11), on backing plate (12), and lower end is fixed to ungauged regions from trickle high-strength grout (9) and column
On lower basis (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821293439.8U CN209260910U (en) | 2018-08-10 | 2018-08-10 | A kind of adjustable stress system Assembled self-insulating house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821293439.8U CN209260910U (en) | 2018-08-10 | 2018-08-10 | A kind of adjustable stress system Assembled self-insulating house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260910U true CN209260910U (en) | 2019-08-16 |
Family
ID=67557619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821293439.8U Active CN209260910U (en) | 2018-08-10 | 2018-08-10 | A kind of adjustable stress system Assembled self-insulating house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260910U (en) |
-
2018
- 2018-08-10 CN CN201821293439.8U patent/CN209260910U/en active Active
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