CN106049664A - Veneer connecting high-rise assembly type house - Google Patents
Veneer connecting high-rise assembly type house Download PDFInfo
- Publication number
- CN106049664A CN106049664A CN201610600708.XA CN201610600708A CN106049664A CN 106049664 A CN106049664 A CN 106049664A CN 201610600708 A CN201610600708 A CN 201610600708A CN 106049664 A CN106049664 A CN 106049664A
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- Prior art keywords
- steel plate
- shingle nail
- plate
- post body
- steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 123
- 239000010959 steel Substances 0.000 claims abstract description 123
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 239000004035 construction material Substances 0.000 claims description 5
- 239000011148 porous material Substances 0.000 claims description 2
- 239000003643 water by type Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 19
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 abstract 2
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 23
- 210000004027 cell Anatomy 0.000 description 6
- 210000002421 cell wall Anatomy 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 230000029058 respiratory gaseous exchange Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 241000282376 Panthera tigris Species 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- -1 electricity Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001459 mortal effect Effects 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a veneer connecting high-rise assembly type house and belongs to the field of house construction. The house comprises shingles, floor plates and pillar bodies which are mutually connected to form the high-rise structures; side end surfaces of the shingles and the floor plates are provided with uniserial steel plates having multiple circular holes; at least one side of the pillar bodies is provided with uniserial steel plates having multiple circular holes in the height direction; steel plates are mutually fixedly connected through bolts; the peripheral edges of the front surfaces and back surfaces of the shingles and the pillar bodies in the height direction are provided with through recesses; a sealing plate is disposed at the recess at the same side of the shingles and pillar bodies; concrete is cast in the in the region enclosed by the shingles, pillar bodies and two sealing plates. By connecting pillar structures and precast slabs and forming a girder-shaped column shear wall structure, and combining wet construction, the horizontal shear strength of high-rise assembly type buildings is increased; the house is convenient to assembly and quick to construct; all assembly parts can be repeatedly dismounted and recycled, which is environmental friendly and energy saving.
Description
Technical field
The present invention relates to a kind of prefabricated buildings, the Super High prefabricated buildings that a kind of veneer connects, belong to room
Room building field.
Background technology
Along with the development of prefabricated buildings Building technology, increasing building construction in recent years uses fabricated construction to enter
Row is built, and not only increases the speed of application of conventional house building, and various modular prefabricated Uniting manufactures, are also house
The standardized work of building is laid a good foundation.
Prefabricated buildings are built, its building structure and the construction number of plies all with the design of various prefabricated components and be connected node and cease
Manner of breathing closes, and especially for high-rise building series, owing to the horizontal loads such as earthquake are obvious, the control of relative storey displacement is right
One of structure safety control and the important indicator improving residence comfort, and conventional ultra high layer assembled architecture is for meeting interlayer position
The control requirement moved, scene takes substantial amounts of wet construction, and construction period is elongated, constrains assembled architecture speed of application fast
Advantage.
Summary of the invention
It is an object of the invention to provide the Super High prefabricated buildings that a kind of veneer connects, prefabricated with each by column construction
Veneer connected mode between plate, forms the shear wall structure of huge lattice column form, improves Super High assembled architecture
Horizontal shear strength, has easy for installation, quick and that speed of application is fast feature.
To achieve these goals, the technical solution adopted in the present invention is:
The Super High prefabricated buildings that a kind of veneer connects, the superelevation being connected to each other including shingle nail, floorboard and post body
The side end face of Rotating fields, shingle nail and floorboard is equipped with the single-row steel plate containing some circular holes, post body height direction at least
Side is provided with the single-row steel plate containing some circular holes, is bolted to connection between steel plate and steel plate；Shingle nail positive and negative surrounding
Edge and post body height direction are equipped with through recess, place one piece of envelope at shingle nail and the recess of post body the same side
Plate, pours into a mould concrete in the region enclosed by shingle nail, post body and two blocks of shroudings.
Described shingle nail include elementary cell shingle nail, connect floorboard shingle nail, connect stair shingle nail, for
The shingle nail of compartment and the shingle nail with cantilevered plate；Shingle nail is provided with the trough of pipeline and/or inside is provided with away spool
Hole；Shingle nail is provided with window and/or door；Shingle nail is provided with built-in fitting.
On the shingle nail positive and negative of described connection floorboard, at least one side is provided with that laterally arrange and containing some circular holes list
Row's steel plate；The shingle nail positive and negative of connection stair is provided with and is arranged into stair-stepping through nut by some groups of nuts；For compartment
Shingle nail positive and negative at least one side be provided with laterally arrangement and single steel plate containing some circular holes and longitudinally arrangement and
Single-row steel plate containing some circular holes, laterally the steel plate of arrangement intersects at cross or T-shaped or I shape with the steel plate of longitudinally arrangement；
Having at least one side on the shingle nail positive and negative of cantilevered plate and be provided with cantilevered plate, the side end face of cantilevered plate is provided with single steel plate or hangs
The shingle nail on the top of bridging piece is provided with laterally arrangement and the single steel plate containing some circular holes, the downside circle of cantilevered plate top steel plate
Nut it is welded with at hole.
Described steel plate uses the multiple of interruption be configured or use integral type to lay continuously.
It is provided with some reinforcing bars or some nuts, metope on the upside of the steel plate of laterally arrangement on the shingle nail on described cantilevered plate top
The steel plate of steel plate both sides that upper steel plate both sides, plate side end face, shingle nail positive and negative are laterally arranged, shingle nail positive and negative longitudinally arrangement
Steel plate both sides on both sides, cantilevered plate side end face and the steel plate both sides on post body are equipped with some reinforcing bars or some nuts,
It is welded to connect by round steel between symmetrically arranged nut on face corresponding thereto, face, nut place or is connected by round steel screw thread
Connect.
The exposed junction of described reinforcing bar is provided with external screw thread.
The edge of the upper and lower surfaces of described post body is respectively equipped with some intrinsic nuts of embedding post, and up and down
It is welded to connect by round steel between symmetrically arranged nut on face or threaded by round steel；Or the top and bottom of post body are divided
Not being provided with the connecting portion of steel construction material, the other end of connecting portion is provided with the connecting plate of steel construction material, if connecting plate is provided with
Dry circular hole, the size being smaller in size than connecting plate of connecting portion, connecting portion is to be communicated with connecting portion on hollow structure, and connecting plate
Inlet, cast concrete in connecting portion；Or the edge, top and bottom of post body is provided with some reinforcing bars, and the exposed junction of reinforcing bar sets
There is external screw thread.
Described being provided with between externally threaded reinforcing bar connects by the long sleeve containing female thread is fixing；It is provided with two of connecting plate
Connection between post body, is connected through the circular hole on two connecting plates of mutually splicing is fixing by bolt；It is provided with nut
Connecting by connector is fixing between nut symmetrical in two Mosaic faces, connector includes the long sleeve containing female thread, long set
The two ends of cylinder are respectively connected with a screw rod, and screw rod is full thread structure.
The cross section of described screw rod is to be made up of or screw rod the cambered surface of two relative planes and two planes of connection
Surface be provided with through hole.
Circular hole on two block plates is alignd and directly passes circular hole with bolt by being connected by between described steel plate and steel plate
Fixing connect, or be connected by that junction steel plate bolt is fixing to be connected between steel plate with steel plate, and the width of junction steel plate
Exposed width more than steel plate.
The Super High prefabricated buildings that the veneer that the present invention provides connects, by the veneer between column construction and each precoated plate even
Connecing mode, form the shear wall structure of huge lattice column form, joint face combines wet construction, improves Super High assembled and builds
The horizontal shear strength built, can continue the assembling of superstructure, while carrying out the concrete cast of substrustion, has
Easy for installation, quick and that speed of application is fast feature；Meanwhile, all assembly parts of the present invention can recycle by being dismounted for multiple times, environmental protection
Energy-conservation.
Below by way of the drawings and specific embodiments, the present invention is further elaborated.
Accompanying drawing illustrates:
Fig. 1 is the planar structure schematic diagram of Super High prefabricated buildings；
Fig. 2 is the main TV structure schematic diagram of Super High prefabricated buildings；
Fig. 3 is the front view that elementary cell shingle nail uses structure one；
Fig. 4 is the plan structure schematic diagram of Fig. 3；
Fig. 5 is the front view that elementary cell shingle nail uses structure two；
Fig. 6 is the plan structure schematic diagram of Fig. 5；
Fig. 7 is the front view of the shingle nail employing structure one connecting floorboard；
Fig. 8 is the plan structure schematic diagram of Fig. 7；
Fig. 9 is the front view of the shingle nail employing structure two connecting floorboard；
Figure 10 is the plan structure schematic diagram of Fig. 9；
Figure 11 is the front view of the shingle nail employing structure one with cantilevered plate；
Figure 12 is the plan structure schematic diagram of Figure 11；
Figure 13 is the front view of the shingle nail employing structure two with cantilevered plate；
Figure 14 is the plan structure schematic diagram of Figure 13；
Figure 15 is the front view of the shingle nail employing structure one for compartment；
Figure 16 is the plan structure schematic diagram of Figure 15；
Figure 17 is the front view of the shingle nail employing structure two for compartment；
Figure 18 is the plan structure schematic diagram of Figure 17；
Figure 19 is the front view of the shingle nail employing structure one connecting stair；
Figure 20 is the front view of the shingle nail employing structure two connecting stair；
Figure 21 is the front view that post body uses structure one；
Figure 22 is the plan structure schematic diagram that Figure 21 uses connected mode one；
Figure 23 is the front view that post body uses connected mode two；
Figure 24 is the plan structure schematic diagram of Figure 23；
Figure 25 is the front view that post body uses connected mode three；
Figure 26 is two the post body connection diagrams using connected mode one；
Figure 27 is the structural representation of connector in Figure 26；
Figure 28 is the cross sectional representation that in connector, screw rod uses structure one；
Figure 29 is the schematic diagram that in connector, screw rod uses structure two；
Figure 30 is two the post body connection diagrams using connected mode two；
Figure 31 is two the post body connection diagrams using connected mode three；
Figure 32 is the schematic diagram that shingle nail and post body use connected mode one；
Figure 33 is the schematic diagram that shingle nail and post body use connected mode two；
Figure 34 is the schematic diagram that shingle nail and post body use connected mode three.
Detailed description of the invention:
The Super High prefabricated buildings that a kind of veneer that the present invention provides connects, as depicted in figs. 1 and 2, are by shingle nail 2, building
Panel and post body 1 are connected with each other and form, and connect and compose huge lattice column form especially by shingle nail 2 and post body 1
Shear wall structure, in conjunction with the wet construction of joint face, improve the horizontal shear strength of Super High assembled architecture and execute
Work speed.
In order to the composition of the present invention is more clearly described, below by the shingle nail 2 used, post body 1 and it
Connection node concrete structure between describes in detail one by one.
Wherein, the shingle nail 2 used in Fig. 1 and Fig. 2 needs to be divided into according to the design of concrete building structure: elementary cell
Shingle nail, connect the shingle nail of floorboard, connect the shingle nail of stair, for the shingle nail of compartment with have the metope of cantilevered plate
Plate, according to the difference of the connected mode used, above-mentioned several shingle nails all can be divided into two kinds of structures, illustrates the most one by one.
Elementary cell wall board structure one: as shown in Figure 3 and Figure 4, the surrounding side end face of shingle nail 2 is provided with containing some circles
The single-row steel plate 3 in hole 4, the circular hole 4 on steel plate 3 can use multiple rows of being configured, in the most every shingle nail 2 or post body 1
The circular hole arranged on steel plate all can use multiple rows of setting, illustrates the most one by one, and accompanying drawing of the present invention is only said as a example by single
Bright, the setting of circular hole is in order to be attached by bolt between convenient steel plate.Steel plate 3 can use multiple interruption to arrange, permissible
Save the consumption of steel, it would however also be possible to employ integral type is laid continuously, has more preferable bonding strength, and accompanying drawing is only as a example by integral type
It is illustrated, appears below the steel plate arranged on shingle nail 2 and post body 1 and all can use as set above, say the most one by one
Bright.For increasing the steadiness of bonding strength between shingle nail further, the also both sides at steel plate 3 arrange some reinforcing bars 5, further
Arranging, one end that reinforcing bar 5 exposes can also arrange external screw thread.
Elementary cell wall board structure two: as shown in Figure 5 and Figure 6, this structure is with the difference of said structure one:
The former reinforcing bar 5 that is set in the both sides of steel plate 3, is now revised as arranging some nuts 10 in the both sides of steel plate 3, and face, nut 10 place with
It is welded to connect by round steel between symmetrically arranged nut on its corresponding another one face or threaded by round steel, with
Increase the tension effect of nut.Be arranged on the nut on shingle nail 2 and on post body 1 to descend to the mortal world, its tension effect is the most ibid
Arrange, illustrate the most one by one.The setting of the elementary cell shingle nail that same above two structure is set of floorboard.
On the basis of the elementary cell shingle nail of said structure one, on shingle nail 2 positive and negative, at least one side is provided with laterally
That arrange and containing some circular holes 13 single steel plates 11, arrange some reinforcing bars 12 in the both sides of steel plate 11, just constitute employing knot
The shingle nail (as shown in Figure 7 and Figure 8) connecting floorboard of structure one；The shingle nail connecting floorboard using structure two is at base
On the basis of this unit wall board structure two, on shingle nail 2 positive and negative, at least one side is provided with that laterally arrange and contains some circles
The single steel plate 11 in hole 13, arranges some nut 14(as shown in Figure 9 and Figure 10 in the both sides of steel plate 11).The laterally steel plate of arrangement
11 for being attached with the steel plate on the side end face of floorboard.
Using the shingle nail with cantilevered plate of structure one as is illustrated by figs. 11 and 12, it is at elementary cell wall board structure
On the basis of one, on shingle nail 2 positive and negative, at least one side is provided with cantilevered plate 15, and it can be divided into two kinds of shapes with the connection of floorboard
Formula: a kind of is that the side end face of cantilevered plate 15 is directly connected with the side end face of floorboard, therefore, only need to be in the side end face of cantilevered plate 15
Upper setting containing the single steel plate of some circular holes 16 and arranges some reinforcing bars 17 in steel plate 16 both sides, and this connected mode makes shingle nail 2
Avoiding moment of flexure and shearing maximum with the junction point of floorboard, stress is more reasonable, further for coordinating wet construction, outstanding
The edge of bridging piece 15 side end face is additionally provided with the recess (being not drawn in figure) placing shrouding；Another kind is to be positioned over by floorboard
Cantilevered plate 15 top, therefore, only need to be provided with laterally arrangement on the shingle nail 2 on cantilevered plate 15 top and contain the single of some circular holes
Steel plate 11, and at the bottom circular hole of steel plate 11, it is welded with nut (being not drawn in figure), owing to floorboard is placed on cantilevered plate 15
On, the insufficient space of floorboard bottom, it is impossible to twist bolt operation, therefore in advance welded nut, side at each circular hole on steel plate 11
Just the attended operation of bolt, and only upside at steel plate 11 arranges some reinforcing bars 12, this connected mode makes it connect node to have
Stronger load-bearing and shearing resistance effect.Using the shingle nail with cantilevered plate of structure two as shown in Figure 13 and Figure 14, it is at Figure 11
On the basis of Figure 12, the position that arranges of all reinforcing bars is revised as nut, i.e. steel plate 16 both sides arrange nut 18, steel plate
Arranging nut 14 on the upside of in the of 11, other structures are the most identical.
Use the shingle nail for compartment of structure one as shown in Figure 15 and Figure 16, be at elementary cell wall board structure one
On the basis of, on the positive and negative of shingle nail 2 at least one side be provided with laterally arrangement and single steel plate 11 containing some circular holes with
And longitudinally arrangement and single-row steel plate 19 containing some circular holes, laterally the steel plate 11 of arrangement intersects at the steel plate 19 longitudinally arranged
Cross or T-shaped or I shape, in accompanying drawing only as a example by I shape；Wherein, steel plate 11 both sides are provided with some reinforcing bars 12, steel plate
19 both sides are provided with some reinforcing bars 20.Use the shingle nail for compartment of structure two as shown in Figure 17 and Figure 18, its at Figure 15 and
On the basis of Figure 16, the position that arranges of all reinforcing bars is revised as nut, i.e. steel plate 11 both sides arrange nut 14, steel plate 19
Both sides arrange nut 21, and other structures are the most identical.Steel plate 11 is for being connected with the side end face of floorboard, and steel plate 19 is used for and other
The side end face of shingle nail connects, and can play the purpose separating house general layout.
Use the shingle nail connecting stair of structure one as shown in figure 19, be the basis at elementary cell wall board structure one
On, the positive and negative at shingle nail 2 is provided with and is arranged into stair-stepping through nut 22 by some groups of nuts；And use the company of structure two
Connect the shingle nail of stair as shown in figure 20, it is simply that the reinforcing bar 5 of Figure 19 light plate 3 both sides is revised as nut 10.Shingle nail 2
On through nut 22 for being fixedly connected by bolt with the nut on stair side end face.
The shingle nail 2 of above-mentioned various structure, can be arranged the most respectively as follows:
Arrange one: in view of the needs of the pipeline installation of prefabricated housing, on above-mentioned shingle nail 2, offer the cabling of pipeline the most in advance
Groove 6, or lay cabling pore the most in advance, facilitate the cabling of the various pipes such as water, electricity, gas and circuit；According to tool
The design of body building structure needs, it is also possible to window 7 or be provided with door 8 on the shingle nail 2 in such scheme in advance, or exists simultaneously
Not only windowed 7 on one piece of shingle nail but also be provided with door 8；The connection of the external agency such as shingle nail 2 and such as curtain wall for convenience, it is also possible to
Above-mentioned shingle nail arranges the built-in fitting such as breathing out the various ways such as fragrant groove, accompanying drawing omits.
Arrange two: further for preferably coordinating wet construction, connecting after facilitating shingle nail 2 to be connected with post body 1
Place cast concrete, also the positive and negative edge at above-mentioned shingle nail 2 are provided with through recess 9, can facilitate at concrete
When pouring at recess 9 place shrouding, in order to formed close casting area.
For the post body 1 being connected with the shingle nail 2 of above-mentioned various structures, it is divided into following several structure the most accordingly:
Post body 1 uses structure one scheme: as shown in figure 21, and the short transverse of post body 1 at least side is provided with single-row steel plate 23,
Steel plate 23 is perpendicular to the upper and lower surfaces of post body 1 and is configured, and steel plate 23 is provided with some circular holes 24, and the both sides of steel plate 23 set
There are some reinforcing bars 25.For coordinating wet construction, it is provided with recess 26 in short transverse steel plate 23 both sides of post body 1, recess 26
Effect is to place shrouding, it is simple to forms closed area with joint face and carries out the cast of concrete.
As shown in figure 32, Figure 32 is A in Fig. 1 in the connection of the post body 1 with structure one and the shingle nail 2 with structure one
Connect the structure for amplifying schematic diagram of node, but in order to make accompanying drawing become apparent from, Figure 32 only gives post body 1 and one piece of shingle nail
2 schematic diagrams connected, identical with the attachment structure of the shingle nail of varying number, therefore accompanying drawing omits.Connection in Figure 32, shingle nail
Steel plate 3 on 2 side end faces can be direct with bolt by being alignd by the circular hole on two block plates with the steel plate 23 on post body 1
Circular hole through alignment is fixedly connected；Can also be connected with bolt is fixing by junction steel plate 33 between two block plates,
Now the width of junction steel plate 33 need to be more than the plate exposure width stretched out on shingle nail 2 or post body 1.Junction steel plate 33 is permissible
Use multiple being configured, equally save the consumption of steel, it would however also be possible to employ integral type is laid continuously, the company of further enhancing
Connecing intensity, accompanying drawing only gives the structural representation connected with integral type junction steel plate 33, eliminates two block plates and uses first
Plant the scheme schematic diagram connected.And can be by weldering between the reinforcing bar 5 on shingle nail 2 side end face and the reinforcing bar 25 on post body 1
Connecing or the mode of tying up connects, Figure 32 is only as a example by welding manner.It is, of course, also possible to the exposed junction at reinforcing bar 5 and reinforcing bar 25 is arranged
External screw thread, is connected fixing for reinforcing bar 5 and reinforcing bar 25 with the long sleeve 34 containing female thread, this connected mode as shown in figure 33, also ten
Divide convenient and swift.
And post body 1 uses the scheme of structure two, mainly coordinate the connection of the shingle nail 2 with structure two, Ji Jiangshang
The reinforcing bar 25 stating steel plate 23 both sides in post body 1 structure one scheme is revised as some nuts 38, and the post body 1 of this structure does not carries
For independent accompanying drawing, as shown in figure 34, the connection between steel plate is same as above, not repeat specification in its connection with shingle nail 2, and wall
It is fixedly connected by connector between nut 10 on panel 2 side end face and the nut 38 on post body 1.This connector is such as
Shown in Figure 27, including the long sleeve 34 containing female thread, the two ends of long sleeve 34 are respectively connected with a screw rod 35, and screw rod 35 is
Full thread structure.When this connector does not uses, the screw rod 35 of both sides can be rotated to long sleeve 34 internal, parts can be facilitated
Deposit and manage, be difficult to lose accessory, during use, the screw rod 35 of both sides is outwards screwed out, is connected with the nut of both sides.
Operation on connecting for convenience, screw rod 35 can use following two structure to be configured:
Structure one: as shown in figure 28, is to be put down by two relative planes 351 and connection two by the Cross-section Design of screw rod 35
The cambered surface 352 in face 351 is constituted, so can the putting forth effort of convenient wrench, when rotary screw 35, can the tiger's jaw of spanner be stuck in flat
At face 351；Structure two: as shown in figure 29, offers a through hole 36 on screw rod 35, when rotary screw 35, and can be by bar-shaped
Instrument inserts in through hole 36, clamps the rod-like instrument stretched out outside through hole 36 with spanner and rotates.
The operation that screw rod 35 is rotatably connected the most for convenience of above two structure, above only provides two kinds of optimal ways, but
It is not limited to both the above.
Have above two structure post body 1 can according to the structure unrestricted choice of the shingle nail 2 being specifically attached thereto,
In Super High prefabricated buildings building, need between multiple post body 1, to carry out head and the tail and connect, to meet the requirement for height in house,
Accordingly, it would be desirable to consider to arrange bindiny mechanism on the top and bottom of above-mentioned post body 1, three kinds of simple in construction presented below and easily operating
Connected mode, be all applicable to the post body 1 of above two structure.
Post body 1 connected mode one: as shown in figure 22, this bindiny mechanism is for being arranged on surrounding, post body 1 top and bottom 28
Some nuts 27 of edge, have the connection between two post bodies 1 of this bindiny mechanism as shown in figure 26, on upper lower prop body 1
Steel plate connected with bolt is fixing by junction steel plate 33, and by such as between the symmetrical nut 27 on post body 1 top and bottom 28
Connector shown in Figure 27 is fixedly connected, and finally pours into a mould microdilatancy self-compaction between the joint face of upper lower prop body 1 and mixes
Solidifying soil.
Post body 1 connected mode two: as shown in figure 23 and figure 24, this bindiny mechanism is for being arranged on post body 1 top and bottom 28
On the connecting portion 29 of steel matter, the other end of connecting portion 29 is provided with the connecting plate 30 of steel construction material, and connecting plate 30 is provided with
Some circular holes, the size being smaller in size than connecting plate 30 of connecting portion 29, connecting portion 29 is hollow structure, and connecting plate 30 is provided with
The inlet 31 of connection connecting portion 29.The post body 1 using this connected mode can be configured by below scheme:
Scheme one: post body 1 uses xoncrete structure, bindiny mechanism to be embedded into the inside, top and bottom 28 of post body 1, is only used as many
Connection between individual post body 1 uses, can the consumption of substantial amounts of saving steel.When two adjacent post bodies 1 connect, such as figure
Shown in 30, Figure 30 connects the amplification assumption diagram of node corresponding to B in Fig. 2, and this structure is to splice connecting plate 30 each other one
Rise, through the circular hole on connecting plate 30, two connecting plates 30 are fixed together by bolt.This connected mode is simple, operation side
The most quick.
Scheme two: can be by connecting portion 29 as post body 1, the outside of connecting portion 29 does not carry out the cast of concrete, from
Inlet 31 on connecting plate 30 pours into a mould concrete in connecting portion 29, strengthens the intensity of column construction.It is of course also possible to
Carry out the pouring practice of concrete outside the connecting portion 29 of said structure, further enhance its intensity.The program can continue with limit
Carry out the concrete cast of substrustion to construction limit, upper strata, do not affect the progress of whole construction period.Use the post of the program
Connection between body 1 is also with shown in Figure 30.
Post body 1 connected mode three: as shown in figure 25, arranges some reinforcing bars 32 at the edge of the top and bottom 28 of post body 1,
The exposed junction of reinforcing bar 32 is provided with external screw thread, has the connection between the post body 1 of this bindiny mechanism as shown in figure 31, between steel plate
Connection with connected mode one or connected mode two, by containing interior between symmetrically arranged reinforcing bar 32 on post body 1 top and bottom 28
The long sleeve 34 of screw thread is fixedly connected, and finally pours into a mould microdilatancy self-compaction coagulation between the joint face of upper lower prop body 1
Soil.
After being attached according to the connection scheme of the above-mentioned various post bodies 1 be given of the present embodiment with shingle nail 2, at metope
Place shrouding 37 at plate 2 and the recess of post body 1 the same side, make shingle nail 2, post body 1 and two blocks of shroudings 37 form closing
Region, finally pours into a mould concrete in this closed area, and shrouding 37 can be removed after being poured, can complete huge by concrete
The connection of the shear wall structure of shape lattice column form.
The Super High prefabricated buildings that the present invention provides use veneer to connect, by carrying out between shingle nail 2 and post body 1
Connecting, form the shear wall structure of huge lattice column form, have good shear resistance, this connected mode can be carried out
The concrete cast of substrustion, can continue the construction of superstructure, not affect the progress of construction, with conventional ultra high layer
Building is compared, and has the advantage that speed of application is fast and shearing resistance is effective.
Claims (10)
1. the Super High prefabricated buildings that a veneer connects, it is characterised in that: include shingle nail, floorboard and post body that
This super high rise structure connected, the side end face of shingle nail and floorboard is equipped with the single-row steel plate containing some circular holes, this height of post
Degree at least side, direction is provided with the single-row steel plate containing some circular holes, is bolted to connection between steel plate and steel plate；Shingle nail
Positive and negative edge and post body height direction are equipped with at the recess of through recess, shingle nail and post body the same side
Place one block of shrouding, in the region enclosed by shingle nail, post body and two blocks of shroudings, pour into a mould concrete.
The Super High prefabricated buildings that a kind of veneer the most according to claim 1 connects, it is characterised in that: described shingle nail
The shingle nail including elementary cell shingle nail, connecting floorboard, the shingle nail connecting stair, for the shingle nail of compartment with have
The shingle nail of cantilevered plate；Shingle nail is provided with the trough of pipeline and/or inside is provided with cabling pore；Shingle nail is provided with window
And/or door；Shingle nail is provided with built-in fitting.
The Super High prefabricated buildings that a kind of veneer the most according to claim 2 connects, it is characterised in that: described connection building
On the shingle nail positive and negative of panel, at least one side is provided with that laterally arrange and containing some circular holes single steel plate；Connect the wall of stair
Panel positive and negative is provided with and is arranged into stair-stepping through nut by some groups of nuts；On the shingle nail positive and negative of compartment at least
Single steel plate that is that be simultaneously provided with laterally arrangement and that contain some circular holes and longitudinal that arrange and containing some circular holes single-row steel plate,
Laterally the steel plate of arrangement intersects at cross or T-shaped or I shape with the steel plate of longitudinally arrangement；There is the shingle nail of cantilevered plate just
On reverse side, at least one side is provided with cantilevered plate, on the shingle nail on the top that the side end face of cantilevered plate is provided with single steel plate or cantilevered plate
It is provided with laterally arrangement and the single steel plate containing some circular holes, at the lower mother rib lateral rotundum of cantilevered plate top steel plate, is welded with nut.
4. the Super High prefabricated buildings connected according to a kind of veneer described in claim 1 or 3, it is characterised in that: described steel
Plate uses the multiple of interruption be configured or use integral type to lay continuously.
The Super High prefabricated buildings that a kind of veneer the most according to claim 3 connects, it is characterised in that: described cantilevered plate
It is provided with some reinforcing bars or some nuts, shingle nail side end face upper steel plate two on the upside of the steel plate of laterally arrangement on the shingle nail on top
Steel plate both sides that side, shingle nail positive and negative are laterally arranged, shingle nail positive and negative longitudinally the steel plate both sides of arrangement, cantilevered plate side end face
On steel plate both sides and steel plate both sides on post body be equipped with some reinforcing bars or some nuts, face, nut place is corresponding thereto
It is welded to connect by round steel between symmetrically arranged nut on the face answered or threaded by round steel.
The Super High prefabricated buildings that a kind of veneer the most according to claim 5 connects, it is characterised in that: described reinforcing bar
Exposed junction is provided with external screw thread.
The Super High prefabricated buildings that a kind of veneer the most according to claim 1 connects, it is characterised in that: described post body
The edge of upper and lower surfaces be respectively equipped with some intrinsic nuts of embedding post, and symmetrically arranged nut on top and bottom
Between be welded to connect by round steel or threaded by round steel；Or the top and bottom of post body are respectively equipped with steel construction material
Connecting portion, the other end of connecting portion is provided with the connecting plate of steel construction material, and connecting plate is provided with some circular holes, the size of connecting portion
Less than the size of connecting plate, connecting portion is the inlet being communicated with connecting portion on hollow structure, and connecting plate, waters in connecting portion
Note concrete；Or the edge, top and bottom of post body is provided with some reinforcing bars, and the exposed junction of reinforcing bar is provided with external screw thread.
8. the Super High prefabricated buildings connected according to a kind of veneer described in claim 6 or 7, it is characterised in that set described in:
Have between externally threaded reinforcing bar and connect by the long sleeve containing female thread is fixing；It is provided with the company between two post bodies of connecting plate
Connect, connected through the circular hole on two connecting plates of mutually splicing is fixing by bolt；It is right to be provided with in two Mosaic faces of nut
Connecting by connector is fixing between the nut claimed, connector includes the long sleeve containing female thread, and the two ends of long sleeve are each with one
Individual screw rod is connected, and screw rod is full thread structure.
The Super High prefabricated buildings that a kind of veneer the most according to claim 8 connects, it is characterised in that: described screw rod
Cross section is by two relative planes and to connect the cambered surface of two planes and constitute or the surface of screw rod is provided with through hole.
10. the Super High prefabricated buildings connected according to a kind of veneer described in claim 1 or 3, it is characterised in that: described steel
Circular hole on two block plates is alignd and is directly connected through circular hole is fixing with bolt by being connected by between plate with steel plate, or steel
Be connected by that junction steel plate bolt is fixing to be connected between plate with steel plate, and the width of junction steel plate be more than steel plate expose width
Degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610600708.XA CN106049664A (en) | 2016-07-27 | 2016-07-27 | Veneer connecting high-rise assembly type house |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610600708.XA CN106049664A (en) | 2016-07-27 | 2016-07-27 | Veneer connecting high-rise assembly type house |
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| CN106049664A true CN106049664A (en) | 2016-10-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610600708.XA Pending CN106049664A (en) | 2016-07-27 | 2016-07-27 | Veneer connecting high-rise assembly type house |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107452A (en) * | 1999-10-06 | 2001-04-17 | Arutesu:Kk | Structure of joint of column materials |
| KR101062592B1 (en) * | 2009-12-15 | 2011-09-07 | 이창남 | Reciprocal Joint Method of Reinforcement Column Assembly Columns |
| CN203213346U (en) * | 2013-04-28 | 2013-09-25 | 中国十七冶集团有限公司 | Connecting structure for assembling integral concrete frame and shear wall |
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN205894275U (en) * | 2016-07-27 | 2017-01-18 | 浙江越宫钢结构有限公司 | Superelevation layer prefabricated building that veneer is connected |
-
2016
- 2016-07-27 CN CN201610600708.XA patent/CN106049664A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107452A (en) * | 1999-10-06 | 2001-04-17 | Arutesu:Kk | Structure of joint of column materials |
| KR101062592B1 (en) * | 2009-12-15 | 2011-09-07 | 이창남 | Reciprocal Joint Method of Reinforcement Column Assembly Columns |
| CN203213346U (en) * | 2013-04-28 | 2013-09-25 | 中国十七冶集团有限公司 | Connecting structure for assembling integral concrete frame and shear wall |
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN205894275U (en) * | 2016-07-27 | 2017-01-18 | 浙江越宫钢结构有限公司 | Superelevation layer prefabricated building that veneer is connected |
Non-Patent Citations (1)
| Title |
|---|
| 杨嗣信 等: "《建筑工程模板施工手册》", 31 January 1997 * |
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Application publication date: 20161026 |
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