CN110005063A - A kind of low layer assembled arthitecutral structure system of dry type connection - Google Patents
A kind of low layer assembled arthitecutral structure system of dry type connection Download PDFInfo
- Publication number
- CN110005063A CN110005063A CN201910311563.5A CN201910311563A CN110005063A CN 110005063 A CN110005063 A CN 110005063A CN 201910311563 A CN201910311563 A CN 201910311563A CN 110005063 A CN110005063 A CN 110005063A
- Authority
- CN
- China
- Prior art keywords
- wall
- fitting
- built
- prefabricated
- wallboard
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000010959 steel Substances 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000010485 coping Effects 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000004567 concrete Substances 0.000 abstract description 13
- 238000009413 insulation Methods 0.000 abstract description 7
- 238000002955 isolation Methods 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 13
- 238000004519 manufacturing process Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
Abstract
The present invention relates to a kind of low layer assembled arthitecutral structure systems of dry type connection comprising basic, prefabricated vertical wall, prefabricated cross wall, precast floor slab, roofing truss and prefabricated gable；Wherein, the prefabricated vertical wall, prefabricated cross wall and basis are connected by basis built-in fitting respectively；The prefabricated vertical wall and prefabricated cross wall pass through wall and wall or so and connect built-in fitting connection；The precast floor slab and prefabricated vertical wall, prefabricated cross wall pass through floor respectively and connect built-in fitting connection with wall；The roofing truss and prefabricated vertical wall connect built-in fitting with wall by truss and connect；The prefabricated gable and prefabricated cross wall are vertically connected with built-in fitting with wall by wall and connect.The present invention has a concrete structural system durability, fire line, the features such as sound insulation vibration isolation is dynamic, thermal and insulating performance is good, but have many advantages, such as steel structure system connection securely and reliably, dry type is bolted entirely.
Description
[technical field]
The present invention relates to a kind of assembled arthitecutral structures, and in particular to a kind of low layer assembled arthitecutral structure of dry type connection
System belongs to construction engineering technical field.
[background technique]
Currently, predominantly prefabricated concrete structure system and assembled steel that domestic assembled architecture system application is most
Structural system, two kinds of systems all respectively have advantage and disadvantage.
The connection of prefabricated concrete structure system is safe and reliable, fire protecting performance, waterproof performance, thermal and insulating performance, sound insulation
Vibration isolation is dynamic and endurance quality is good.But connecting node is excessively complicated, guarantees the phase of connecting node when being used in low-rise building
The anchoring to connect with reinforcing bar, it is still desirable to a large amount of wet work such as pouring concrete and connecting node perfusion high-strength mortar after formwork
Industry；And grouting wet construction technique requires complexity, requires strictly grouting quality, guarantees that grouting is close without suitable detection means
It is real, influence structure stress safety.
When assembling type steel structure system is used in low-rise building, it is able to achieve dry type and connects, but steel structure system and coagulation
Soil structure system compares, and has apparent disadvantage on durability, fire protecting performance, sound insulation vibration isolation are dynamic.Domestic construction market at present
Low-rise building has very big market potential using assembled, a kind of with steel knot there is an urgent need to develop according to the market demand
Structure is equally able to achieve dry type connection, and moves superior performance with the same durability of concrete structure, fire protecting performance, sound insulation vibration isolation
Novel fabricated architectural structure system.
Therefore, in order to solve the above technical problems, a kind of low layer assembled of the dry type connection it is necessory to provide innovation is built
Building structure system, to overcome the defect in the prior art.
[summary of the invention]
To solve the above problems, the purpose of the present invention is to provide a kind of low layer assembled arthitecutral structure bodies of dry type connection
System, is able to achieve dry type and is bolted entirely, while structure stress is safe and reliable, has good durability, fire protecting performance, sound insulation
Every vibration performance, while waterproof performance, thermal and insulating performance are also close to traditional concrete structural system.The structural system can be with
It realizes factory's production production, by transport, realizes quick-assembling in building-site.
To achieve the above object, the technical scheme adopted by the invention is as follows: a kind of low layer assembled architecture knot of dry type connection
Structure system comprising basic, prefabricated vertical wall, prefabricated cross wall, precast floor slab, roofing truss and prefabricated gable；Wherein, described pre-
Vertical wall, prefabricated cross wall is made to connect by basis built-in fitting respectively with basis；The prefabricated vertical wall and prefabricated cross wall pass through wall and wall
Left and right connection built-in fitting connection；The precast floor slab and prefabricated vertical wall, prefabricated cross wall pass through floor respectively and connect built-in fitting with wall
Connection；The roofing truss and prefabricated vertical wall connect built-in fitting with wall by truss and connect；The prefabricated gable and prefabricated cross wall
Built-in fitting is vertically connected with wall by wall to connect.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the basis built-in fitting packet
Include built-in fitting and nut under pre-embedded steel slab, cast-in fixing bolt, wallboard；The pre-embedded steel slab is anchored in basis by cast-in fixing bolt
On；Cast-in fixing bolt top is exposed and is arranged in groups, and the whole primary structure member of pre-embedded steel slab composition；Built-in fitting under the wallboard
It is anchored in the bottom of vertical wall and cross wall, its underpart is equipped with anchor hole, and high-strength bolt connecting hole is reserved in side；The cast-in fixing bolt is worn
Anchor hole and it is bolted with the nut out, connects basis with vertical wall, cross wall.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the wall and wall or so are even
Connecing built-in fitting includes wallboard side built-in fitting and high-strength bolt；Wallboard side built-in fitting is anchored in the side of vertical wall and cross wall；
Two wallboard side built-in fittings being connected to each other are connected by high-strength bolt, and vertical wall is made to be connected with cross wall.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the floor is connect with wall
Built-in fitting includes wallboard top built-in fitting, precast floor slab built-in fitting and high-strength bolt；Wallboard top built-in fitting is anchored in vertical wall
With horizontal coping；The wallboard top built-in fitting being connected to each other is connected with precast floor slab built-in fitting by high-strength bolt, and vertical wall, cross wall are made
It is connected with floor.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the truss is connect with wall
Built-in fitting includes vertical wall top built-in fitting, truss connecting plate and high-strength bolt；The vertical wall top built-in fitting passes through truss connecting plate,
And with high-strength bolt bolt.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the wall connects up and down with wall
Connecing built-in fitting includes cross wall top built-in fitting, gable bottom built-in fitting and high-strength bolt；The cross wall top built-in fitting and gable being connected to each other
Bottom built-in fitting is connected by high-strength bolt, and gable is made to be connected with cross wall.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the prefabricated vertical wall and/
Or the side of prefabricated cross wall offers door opening, is equipped with short wall on the outside of door opening；Under the wallboard of the door opening lower part two sides built-in fitting it
Between reinforcing section steel beam is installed.
The low layer assembled arthitecutral structure system of dry type connection of the invention is further arranged to: the reinforcing section steel beam tool
Body is C-type steel, channel steel or I-steel, and both ends are welded with securing plate；The side of built-in fitting passes through under the securing plate and wallboard
High-strength bolt connection.
The low layer assembled arthitecutral structure system of dry type connection of the invention is also configured to: built-in fitting, wall under the wallboard
Plate side built-in fitting, wallboard top built-in fitting, precast floor slab built-in fitting, vertical wall top built-in fitting, cross wall top built-in fitting and gable bottom are pre-
Embedded part is steel or aluminum alloy material, is in hollow rectangular configuration, and side is opened wide.
Compared with prior art, the invention has the following beneficial effects:
1, the low layer assembled arthitecutral structure system of dry type of the invention connection is bolted entirely using dry type, while structure
Stress is safe and reliable.
2, scene grouting wet construction is not needed, whether in place is connected, it is easy to intuitively be judged.
3, have good durability, fire protecting performance, sound insulation every vibration performance, while waterproof performance, thermal and insulating performance
Also close to traditional concrete structural system.
4, factory's production production may be implemented in the low layer assembled arthitecutral structure system of dry type of the invention connection, passes through fortune
It is defeated, quick-assembling is realized in building-site.
5, when precast concrete wall panel reserves door opening, and the short wall of door opening two sides needs reinforcement, which is being examined
It while how worry connect with infrastructure, and can be connect with side door opening reinforced steel, guarantee the globality of the short wall of door opening,
Reduce damage of the precast concrete wall panel in production, installation process.
6, the low layer assembled arthitecutral structure system of dry type of the invention connection performance and concrete after building is built up
Structure is close, and the dry type with steel construction bolted safety and convenience entirely, and builds main in moving process
Building subassembly part is recoverable to utilization, reduces the generation of a large amount of building wastes, more effectively reduction construction cost.
7, the low layer assembled arthitecutral structure system of dry type connection of the invention is suitable for that low layer assembled is civilian or work
Industry building, need to move especially suitable for those, again realize quick-assembling temporary building, as communication temporary base station,
Interim placement room, temporary house of building-site etc..The connection of low layer assembled architecture dry type may be implemented in the present invention, builds
It is entirely prefabricated to build element factory, construction site dry type Fast Installation；When building needs to move, building subassembly part is due to using dry
Formula is bolted entirely, may be implemented easily to remove, and after transporting new place, then carries out Fast Installation.Building subassembly part returns
It receives and utilizes, not only reduce the generation of building waste, reduce resource consumption, also reduce construction cost, create social valence
Value.
[Detailed description of the invention]
Fig. 1 is the perspective view of the low layer assembled arthitecutral structure system of dry type connection of the invention.
Fig. 2 is the partial enlarged view of the basic built-in fitting in Fig. 1 at A.
Fig. 3 is the partial enlarged view that wall in Fig. 1 at B and wall or so connect built-in fitting.
Fig. 4 is the partial enlarged view that floor in Fig. 1 at C connect built-in fitting with wall.
Fig. 5 is the partial enlarged view that truss in Fig. 1 at D connect built-in fitting with wall.
Fig. 6 is the partial enlarged view that wall in Fig. 1 at E and wall are vertically connected with built-in fitting.
Fig. 7 is the perspective view of prefabricated vertical wall (prefabricated cross wall) the installation reinforcing section steel beam in Fig. 1.
Fig. 8 is the partial enlarged view of F in Fig. 7.
[specific embodiment]
It please refers to shown in Figure of description 1 to attached drawing 8, the present invention is a kind of low layer assembled arthitecutral structure of dry type connection
System, by several parts such as basis 1, prefabricated vertical wall 2, prefabricated cross wall 3, precast floor slab 4, roofing truss 5 and prefabricated gables 16
It is assembled.The prefabricated vertical wall 2, prefabricated cross wall 3 and prefabricated gable 16 are different according to the stress of building structure and present position
It is formed using different arrangements.The prefabricated vertical wall 2, prefabricated cross wall 3, precast floor slab 4, roofing truss 5 and prefabricated gable 16 are all
Using prefabrication, and use the full bolt connection node of dry type.
Wherein, the full bolt connection node of the dry type, when referring to that prefabricated components are installed at the construction field (site), by prefabricated mixed
Set bolt mounting holes on solidifying soil wall plate embedded element, precast floor slab built-in fitting and roofing truss built-in fitting, only use high-strength bolt
It can be being reliably connected between building element, when similarly building element is dismantled, as long as also simply high-strength bolt is torn open
Fall, so that it may realize the undamaged separation of building element
Wherein, the prefabricated vertical wall 2, prefabricated cross wall 3 and basis 1 are connected by basic built-in fitting 6 respectively.The basis is pre-
Embedded part 6 includes built-in fitting 63 and nut 64 under pre-embedded steel slab 61, cast-in fixing bolt 62, wallboard.The pre-embedded steel slab 61 passes through pre-
Bury anchor bolt anchoring 62 in be anchored in basis 1 on；Cast-in fixing bolt 62 is embedded in reinforcement foundation in lower part in 1 construction of basis or production
In net, top is exposed, and diameter, quantity, pre-buried length and the exposed dimensions length of cast-in fixing bolt 62 are calculated according to structure stress
It requires to be configured with connection length, cast-in fixing bolt 62 is arranged in groups, and passes through 61 groups of integral primary structure members of pre-embedded steel slab.It is described
Built-in fitting 63 is anchored in the bottom of vertical wall 2 and cross wall 3 under wallboard, and its underpart is equipped with anchor hole (not labeled), and side is reserved high-strength
Bolt connecting hole (not labeled).The cast-in fixing bolt 62 is pierced by anchor hole and is bolted with the nut 64, make basis 1 and vertical wall 2,
Cross wall 3 connects.
The prefabricated vertical wall 2 and prefabricated cross wall 3 are ordinary reinforced concrete or aglite armored concrete, internal by setting
Meter requires to be provided with steel mesh, passes through wall and wall or so and connect the connection of built-in fitting 7.The wall and wall or so connect built-in fitting 7
Including wallboard side built-in fitting 71 and high-strength bolt 11.Wallboard side built-in fitting 71 is anchored in the side of vertical wall 2 and cross wall 3；
Two wallboard side built-in fittings 71 being connected to each other are connected by high-strength bolt 11, and vertical wall 2 is made to be connected with cross wall 3.
4 material of main part of precast floor slab is ordinary reinforced concrete or aglite armored concrete, and inside is by design
It is required that being provided with steel mesh, and prefabricated vertical wall 2, prefabricated cross wall 3 connect the connection of built-in fitting 8 with wall by floor respectively.It is described
It includes wallboard top built-in fitting 81, precast floor slab built-in fitting 82 and high-strength bolt 11 that floor, which connect built-in fitting 8 with wall,；The wallboard
Top built-in fitting 81 is anchored in the top of vertical wall 2 and cross wall 3；The precast floor slab built-in fitting 82 is anchored in the side of precast floor slab 4；
The wallboard top built-in fitting 81 and precast floor slab built-in fitting 82 being connected to each other are connected by high-strength bolt 11, make vertical wall 2, cross wall 3 and building
Plate 4 is connected.
The roofing truss 5 is determined that the fashioned iron size specification of steel construction, and prefabricated vertical wall 2 pass through truss by design requirement
The connection of built-in fitting 9 is connect with wall.The truss connect with wall built-in fitting 9 include vertical wall top built-in fitting 91, truss connecting plate 92 with
And high-strength bolt 11；The vertical wall top built-in fitting 91 is anchored in the top of vertical wall 2；The truss connecting plate 92 is welded in roofing purlin
The bottom of frame 5.The vertical wall top built-in fitting 91 pass through truss connecting plate 92, and with 11 bolt of high-strength bolt, make roofing truss 5
It is connected with prefabricated vertical wall 2.
The prefabricated gable 16 is ordinary reinforced concrete or aglite armored concrete, and inside is arranged by design requirement
Steel mesh, and prefabricated cross wall 3 are vertically connected with built-in fitting 10 with wall by wall and connect.The wall and wall are vertically connected with built-in fitting
10 include cross wall top built-in fitting 101, gable bottom built-in fitting 102 and high-strength bolt 11.Cross wall top built-in fitting 101 is anchored in
The top of cross wall 3；The cross wall top built-in fitting 101 that the bottom that gable bottom built-in fitting 102 is anchored in prefabricated gable 16 is connected to each other
It is connected with gable bottom built-in fitting 102 by high-strength bolt 11, gable 6 is made to be connected with cross wall 3.
It is built-in fitting 63 under above-mentioned wallboard, wallboard side built-in fitting 71, wallboard top built-in fitting 81, precast floor slab built-in fitting 82, vertical
Wall top built-in fitting 91, cross wall top built-in fitting 101 and gable bottom built-in fitting 102 are steel or aluminum alloy material, pass through welding
Or solid forging shaping, it is in hollow rectangular configuration, side is opened wide, and has enough operations when being easily installed bolt and nut
Space is set as needed lower part and reserves anchor bolts hole, and high-strength bolt connecting hole is reserved in side.Simultaneously built-in fitting upper bottom portion and
Bolt mounting holes are arranged in side, high-strength bolt 11 are installed when for connecting between building element, bolt mounting holes pass through in factory
Machining is accurately positioned, and guarantees required precision when installation bolt.
Further, it when the side of prefabricated vertical wall 2 and/or prefabricated cross wall 3 offers door opening 12, is equipped on the outside of door opening 12 short
Wall 13, short wall 13 are elongated cantilever members, are easily damaged, are reinforced in links such as demoulding, transport and liftings；It is described
It is equipped between built-in fitting 63 under the wallboard of 12 lower part two sides of door opening and reinforces section steel beam 14.The reinforcing section steel beam 14 is specially C
Fashioned iron, channel steel or I-steel, both ends are welded with securing plate 15；The side of built-in fitting 63 passes through under the securing plate 15 and wallboard
High-strength bolt 11 connects.The enhanced structure ties up to while consider how to connect with infrastructure, and can be with side door opening
Reinforced steel connection, guarantees the globality of the short wall of door opening, reduces damage of the precast concrete wall panel in production, installation process.
The low layer assembled arthitecutral structure system of dry type connection of the invention had both had concrete structural system durability, prevented
Fire, the features such as sound insulation vibration isolation is dynamic, thermal and insulating performance is good, and have that steel structure system connection is safe and reliable, the full bolt of dry type
The advantages that connection.The present invention needs to move at those, when being used in the temporary house of quick-assembling again, more can system advantage,
Performance and concrete structure are close after building up, and the dry type with steel construction bolted safety and convenience entirely, can
It with fast quick-detach, quick-assembling, and builds the main building subassembly part in moving process and is recoverable to utilization, reduce big
The generation of building waste is measured, more effectively reduction construction cost.
Above specific embodiment is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution, improvement and etc. done within the spirit and principle of work, should be included in this creation protection scope it
It is interior.
Claims (9)
1. a kind of low layer assembled arthitecutral structure system of dry type connection, it is characterised in that: including basis, prefabricated vertical wall, prefabricated
Cross wall, precast floor slab, roofing truss and prefabricated gable；Wherein, the prefabricated vertical wall, prefabricated cross wall and basis pass through base respectively
The connection of plinth built-in fitting；The prefabricated vertical wall and prefabricated cross wall pass through wall and wall or so and connect built-in fitting connection；The precast floor slab
Pass through floor respectively with prefabricated vertical wall, prefabricated cross wall and connect built-in fitting connection with wall；The roofing truss and prefabricated vertical wall pass through
Truss connect built-in fitting connection with wall；The prefabricated gable and prefabricated cross wall are vertically connected with built-in fitting with wall by wall and connect.
2. the low layer assembled arthitecutral structure system of dry type connection as described in claim 1, it is characterised in that: the basis is pre-
Embedded part includes built-in fitting and nut under pre-embedded steel slab, cast-in fixing bolt, wallboard；The pre-embedded steel slab is anchored in by cast-in fixing bolt
On the basis of；Cast-in fixing bolt top is exposed and is arranged in groups, and the whole primary structure member of pre-embedded steel slab composition；It is pre- under the wallboard
Embedded part is anchored in the bottom of vertical wall and cross wall, and its underpart is equipped with anchor hole, and high-strength bolt connecting hole is reserved in side；The pre-buried anchor
Bolt is pierced by anchor hole and is bolted with the nut, connects basis with vertical wall, cross wall.
3. the low layer assembled arthitecutral structure system of dry type connection as described in claim 1, it is characterised in that: the wall and wall
Left and right connection built-in fitting includes wallboard side built-in fitting and high-strength bolt；Wallboard side built-in fitting is anchored in vertical wall and cross wall
Side；Two wallboard side built-in fittings being connected to each other are connected by high-strength bolt, and vertical wall is made to be connected with cross wall.
4. the low layer assembled arthitecutral structure system of dry type as described in claim 1 connection, it is characterised in that: the floor with
It includes wallboard top built-in fitting, precast floor slab built-in fitting and high-strength bolt that wall, which connects built-in fitting,；The anchoring of wallboard top built-in fitting
In vertical wall and horizontal coping；The wallboard top built-in fitting being connected to each other is connected with precast floor slab built-in fitting by high-strength bolt, makes to indulge
Wall, cross wall are connected with floor.
5. the low layer assembled arthitecutral structure system of dry type as described in claim 1 connection, it is characterised in that: the truss with
It includes vertical wall top built-in fitting, truss connecting plate and high-strength bolt that wall, which connects built-in fitting,；The vertical wall top built-in fitting passes through truss
Connecting plate, and with high-strength bolt bolt.
6. the low layer assembled arthitecutral structure system of dry type connection as described in claim 1, it is characterised in that: the wall and wall
Being vertically connected with built-in fitting includes cross wall top built-in fitting, gable bottom built-in fitting and high-strength bolt；The cross wall top built-in fitting being connected to each other
It is connected with gable bottom built-in fitting by high-strength bolt, gable is made to be connected with cross wall.
7. the low layer assembled arthitecutral structure system of dry type connection as described in claim 1, it is characterised in that: described prefabricated vertical
The side of wall and/or prefabricated cross wall offers door opening, is equipped with short wall on the outside of door opening；It is pre-buried under the wallboard of door opening lower part two sides
Reinforcing section steel beam is installed between part.
8. the low layer assembled arthitecutral structure system of dry type connection as claimed in claim 7, it is characterised in that: the reinforcement type
Girder steel is specially C-type steel, channel steel or I-steel, and both ends are welded with securing plate；The side of built-in fitting under the securing plate and wallboard
Face is connected by high-strength bolt.
9. the low layer assembled arthitecutral structure system that the dry type as described in claim 1 to 6 any one connects, feature exist
In: built-in fitting, wallboard side built-in fitting, wallboard top built-in fitting, precast floor slab built-in fitting, vertical wall top built-in fitting, cross under the wallboard
Wall top built-in fitting and gable bottom built-in fitting are steel or aluminum alloy material, are in hollow rectangular configuration, and side is opened wide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910311563.5A CN110005063A (en) | 2019-04-18 | 2019-04-18 | A kind of low layer assembled arthitecutral structure system of dry type connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910311563.5A CN110005063A (en) | 2019-04-18 | 2019-04-18 | A kind of low layer assembled arthitecutral structure system of dry type connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110005063A true CN110005063A (en) | 2019-07-12 |
Family
ID=67172724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910311563.5A Pending CN110005063A (en) | 2019-04-18 | 2019-04-18 | A kind of low layer assembled arthitecutral structure system of dry type connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110005063A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374204A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | Detachable concrete mobile house |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140259979A1 (en) * | 2013-03-16 | 2014-09-18 | Thuan Bui | Component building system |
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
| CN210086489U (en) * | 2019-04-18 | 2020-02-18 | 浙江宝业现代建筑工业化制造有限公司 | Dry-type connected low-rise assembly type building structure system |
-
2019
- 2019-04-18 CN CN201910311563.5A patent/CN110005063A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140259979A1 (en) * | 2013-03-16 | 2014-09-18 | Thuan Bui | Component building system |
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
| CN210086489U (en) * | 2019-04-18 | 2020-02-18 | 浙江宝业现代建筑工业化制造有限公司 | Dry-type connected low-rise assembly type building structure system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374204A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | Detachable concrete mobile house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN107989227A (en) | A kind of assembled steel reinforced concrete shear walls structure and its preparation and installation method | |
| CN207739436U (en) | A kind of assembled steel reinforced concrete shear walls structure | |
| WO2015050502A1 (en) | Prefabricated wall panel and assembly | |
| CN107989228B (en) | Prefabricated steel reinforced concrete shear wall structure and preparation and installation methods thereof | |
| CN204959960U (en) | Prefabricate prefabricated concrete structure entirely | |
| CN102251699A (en) | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method | |
| CN105201071A (en) | Totally-prefabricated concrete structure | |
| CN109403545B (en) | High-assembly-rate steel pipe concrete frame structure system and connection method | |
| CN108612315A (en) | A kind of assembled mixed structure Frame-Shear Wall building system and construction method | |
| CN111424850A (en) | Prefabricated reinforced concrete shear wall and construction method | |
| CN106368348A (en) | Overlapped combined shear wall with double-phase stress characteristic | |
| CN111962952A (en) | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method | |
| CN207739437U (en) | A kind of prefabricated steel reinforced concrete shear wall structure | |
| CN202125104U (en) | Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs | |
| CN210086489U (en) | Dry-type connected low-rise assembly type building structure system | |
| CN207739674U (en) | A kind of assembled Residential System of Steel-concrete Composite Structure | |
| CN207739438U (en) | A kind of strip frame precast reinforced concrete shear wall structure | |
| CN209760435U (en) | assembled steel tube bundle concrete wall type frame structure system | |
| CN110005063A (en) | A kind of low layer assembled arthitecutral structure system of dry type connection | |
| RU80487U1 (en) | SYSTEM precast frame housing (ACS) AND COUPLING NODE trough ribbed plate overlap with monolithic prefabricated beams, floors, INTERFACE UNIT PREFABRICATED CONCRETE COLUMN, National COUPLING NODE-MONOLITHIC crossbars CO precast concrete columns and trough ribbed plate SLABS | |
| CN108005266B (en) | Strip steel frame precast reinforced concrete shear wall structure and preparation and installation methods | |
| CN217517861U (en) | Assembled T-shaped column and ecological inner wall self-tapping nail cluster connecting structure | |
| CN216195711U (en) | Unit prefabricated shear wall with edge being steel-concrete combined component | |
| CN214364235U (en) | Assembled steel sheet compound shear wall body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |