CN205577244U - Structure is assembled to precast concrete wallboard and precast concrete wallboard thereof - Google Patents
Structure is assembled to precast concrete wallboard and precast concrete wallboard thereof Download PDFInfo
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- CN205577244U CN205577244U CN201620399524.7U CN201620399524U CN205577244U CN 205577244 U CN205577244 U CN 205577244U CN 201620399524 U CN201620399524 U CN 201620399524U CN 205577244 U CN205577244 U CN 205577244U
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- concrete prefabricated
- stirrups
- prefabricated wallboard
- longitudinal
- opening
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Abstract
The utility model provides a structure is assembled to the precast concrete wallboard, including two at least precast concrete wallboards and a plurality of opening stirrup, each opening stirrup includes has seted up an open -ended framework and two hook department, two hook department connect respectively in the framework is neighbouring relieve at the open -ended both ends longitudinal reinforcement temporary fixing device is right longitudinal reinforcement fixed, optional position in longitudinal reinforcement portability to the horizontal reinforcement, each opening stirrup can insert by the edge horizontal direction in vertical space of two precast concrete wallboards, the opening that each longitudinal reinforcement can pass the opening stirrup removes to the framework, and two hook department cards of each opening stirrup are consolidated in the horizontal reinforcement that corresponds. The longitudinal reinforcement need not followed the top of precast concrete wallboard and inserted, and because an opening has been seted up to each opening stirrup, longitudinal reinforcement portion passes the opening and removes to suitable position, assembles conveniently and has improved work efficiency. The utility model discloses still relate to a precast concrete wallboard.
Description
Technical field
This utility model relates to building engineering field, particularly relates to a kind of concrete prefabricated wallboard and described concrete is pre-
Splicing structure between wallboard processed.
Background technology
It is known that shear wall slab or shock-proof wall plate are the lateral resistant member of building structure, shear wall slab and shear wall slab
Between the globality that connects and deformability deformability directly affect the anti-seismic performance of described building structure.Concrete prefabricated wall
Perps splicing construction and assembling method between plate or between concrete prefabricated wallboard and cast-in-place shear wall plate always build work
A difficult problem for journey.
Between existing concrete prefabricated panel, perps splicing structure mainly uses the horizontal hoop arranging additional closing, vertically
Reinforcing bar from the top of concrete prefabricated wallboard insert these close horizontal hoops in, then by vertical reinforcement respectively with close water
Flat stirrup colligation.But, vertical reinforcement to be made inserts the horizontal hoop domestic demand closed from concrete prefabricated panel tops will be vertical
Reinforcing bar is substantially promoted to the height of concrete prefabricated wallboard, needs to spend substantial amounts of manpower and time, and not only assembled efficiency is low, and
And there is also construction safety hidden danger.
Utility model content
In view of this, it is necessary to provide a kind of concrete prefabricated wallboard splicing structure and described concrete prefabricated wallboard assembled
The concrete prefabricated wallboard of structure.
A kind of concrete prefabricated wallboard, the some horizontal reinforcements including a: body of wall, stretching out described body of wall, be arranged at described
One longitudinal reinforcement temporary fastening device of body of wall and some longitudinal reinforcements, it is the most empty that these horizontal reinforcements and described body of wall surround one
Between, described longitudinal reinforcement temporary fastening device fixes these longitudinal reinforcements in described longitudinal space.
Preferably, described longitudinal reinforcement temporary fastening device includes being arranged at bottom described body of wall and be contained in described longitudinal direction
A supporting plate and at least one in space is located at described body of wall and is contained in the fixture in described longitudinal space, these longitudinal reinforcements
Bottom be supported in described supporting plate, these longitudinal reinforcements fixed by described fixture.
A kind of concrete prefabricated wallboard splicing structure, including above-mentioned at least two concrete prefabricated wallboards and some open stirrups
Muscle, each U-stirrups includes a framework and two pothooks offering an opening, and described two pothooks are connected to described
Framework is adjacent to the both ends of described opening, and snapping distinguished by the horizontal reinforcement of described two concrete prefabricated wallboards, releases described longitudinal direction
Described longitudinal reinforcement is fixed by reinforcing bar temporary fastening device, and longitudinal reinforcement can move the optional position to horizontal reinforcement, often
One U-stirrups can insert in the longitudinal space of described two concrete prefabricated wallboards in the horizontal direction, makes the frame of each U-stirrups
Body is close on the horizontal reinforcement of correspondence, and each longitudinal reinforcement can move to framework through the opening of U-stirrups, each opening
Two pothooks of stirrup are fastened in the horizontal reinforcement of correspondence, and these longitudinal reinforcement colligations are in corresponding U-stirrups and horizontal steel
Muscle.
Preferably, these U-stirrups are at least one same pattern.
Preferably, these U-stirrups include several different pattern, the U-stirrups position of described several different patterns
In the same side of concrete prefabricated wallboard and opening towards identical.
Preferably, the framework of each U-stirrups includes a connecting rod and from described connecting rod opposite end towards same plane
Relatively extending two extension rods, two pothooks of each U-stirrups are respectively arranged on the end of described two extension rods, each opening
The opening of stirrup is between two pothooks.
Preferably, described each pothook is 135 degree or 90 degree of crotches.
Preferably, each pothook includes the outward extending supporting rod of ending vertical of self-corresponding extension rod and from institute
State the kelly extended outside the end of supporting rod.
Preferably, the angle between described supporting rod and described kelly is 135 degree or 90 degree.
Preferably, described pothook is the kelly that the end of self-corresponding extension rod extends outwardly.
Compare prior art, in the concrete prefabricated wallboard of this utility model concrete prefabricated wallboard splicing structure, be provided with energy
Being temporarily fixed in horizontal reinforcement by longitudinal reinforcement, time assembled, longitudinal reinforcement is not required to insert from the top of concrete prefabricated wallboard,
And owing to each U-stirrups offers an opening, described longitudinal reinforcement portion moves to suitable position, assembly side through opening
Just and improve work efficiency.
Accompanying drawing explanation
Fig. 1 is that the cut-away section structure of a wherein embodiment of this utility model concrete prefabricated wallboard splicing structure is shown
Being intended to, described concrete prefabricated wallboard splicing structure includes two concrete prefabricated wallboards and some U-stirrups；
Fig. 2 A to Fig. 2 D is that in this utility model concrete prefabricated wallboard splicing structure the U-stirrups of the first kind is not
The axonometric chart of pattern；
Fig. 3 A to Fig. 3 D is that in this utility model concrete prefabricated wallboard splicing structure the U-stirrups of Second Type is not
The axonometric chart of pattern；
Fig. 4 A to Fig. 4 C is that in this utility model concrete prefabricated wallboard splicing structure the U-stirrups of the 3rd type is not
The axonometric chart of pattern；
Fig. 5 A to Fig. 5 D is that in this utility model concrete prefabricated wallboard splicing structure the U-stirrups of the 4th type is not
The axonometric chart of pattern；
Fig. 6 is the one of which sample of the U-stirrups of the 5th type in this utility model concrete prefabricated wallboard splicing structure
The axonometric chart of formula；
Fig. 7 is the one of which sample of the U-stirrups of the 6th type in this utility model concrete prefabricated wallboard splicing structure
The axonometric chart of formula；
Fig. 8 is the one of which sample of the U-stirrups of the 7th type in this utility model concrete prefabricated wallboard splicing structure
The axonometric chart of formula；
Fig. 9 is the part of the concrete prefabricated wallboard of the first pattern in this utility model concrete prefabricated wallboard splicing structure
Sectional view；
Figure 10 is the portion of the concrete prefabricated wallboard of the second pattern in this utility model concrete prefabricated wallboard splicing structure
Divide sectional view；
Figure 11 is the portion of the concrete prefabricated wallboard of the 3rd pattern in this utility model concrete prefabricated wallboard splicing structure
Divide sectional view；
Figure 12 is the concrete prefabricated wallboard of two sides the first pattern in this utility model concrete prefabricated wallboard splicing structure
Connection procedure schematic diagram；
Figure 13 is the concrete prefabricated wallboard of the one side first kind in this utility model concrete prefabricated wallboard splicing structure
Assembled schematic diagram with the concrete prefabricated wallboard of one side the 3rd type；
In Figure 14 this utility model concrete prefabricated wallboard splicing structure one side the first kind concrete prefabricated wallboard with
The assembled schematic diagram of the concrete prefabricated wallboard of one Second Type；
Figure 15 A is to being the concrete of two first kind in Figure 15 B this utility model concrete prefabricated wallboard splicing structure
Prefabricated panel and the splicing schematic diagram of one side cast-in-place shear wall slab muscle；
Figure 16 be in this utility model concrete prefabricated wallboard splicing structure one side the first kind concrete prefabricated wallboard,
The splicing schematic diagram of the concrete prefabricated wallboard of one Second Type and one side now cast-in-place shear wall slab muscle.
Detailed description of the invention
Below in conjunction with the accompanying drawing in embodiment of the present utility model, to the technical scheme in embodiment of the present utility model
It is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than complete
The embodiment in portion.In the case of not conflicting, the feature in following embodiment and embodiment can be mutually combined.Based on this reality
By the embodiment in novel, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into scope of the present utility model.
Refer to Fig. 1, a wherein embodiment of this utility model concrete prefabricated wallboard splicing structure 100 includes two sides
The concrete prefabricated wallboard 20a of the first pattern and the U-stirrups of some two class difference patterns.Each concrete prefabricated wallboard 20a
Including a longitudinal reinforcement temporary fastening device 21 and some longitudinal reinforcements 25.In described concrete prefabricated wallboard splicing structure 100
The concrete prefabricated wallboard 20a used and U-stirrups all have several pattern, with the demand of satisfied different building structure.This
In utility model, the concrete prefabricated wallboard of all patterns is the concrete prefabricated wallboard of belt leather.
Refer to Fig. 2 A to Fig. 2 D, the U-stirrups of the first kind in described concrete prefabricated wallboard splicing structure 100
There is several different pattern, the most only list four kinds of patterns.Each U-stirrups of the described first kind all includes offering
Having framework 410 and two pothooks of an opening 48, described opening 48 is between two pothooks.Described framework 410 includes one
Connecting rod 411 and relatively extend two extension rods 413 along same plane from described connecting rod 411 opposite end.Described connecting rod
411 the most described two extension rods 413.The length of each extension rod 413 is more than the length of described connecting rod 411.The described first kind
The structure of the pothook of the U-stirrups of type difference pattern is different, and the two pothook 401a of the U-stirrups 41a shown in Fig. 2 A are
From the end of each extension rod 413, the direction towards the plane being perpendicular to framework 410 place extends a kelly.Opening shown in Fig. 2 B
The two pothook 401b of stirrup 41b are that the end by each extension rod 413 is obliquely towards a kelly of extension, institute in framework 410
The angle stating kelly and corresponding extension rod 413 is 135 degree.Each pothook 401c bag of the U-stirrups 41c shown in Fig. 2 C
Include a supporting rod 4012 that the ending vertical of self-corresponding extension rod 413 extends towards another extension rod 413 and from described supporting rod
The end of 4012 extends a kelly 4015 along the direction of the plane being perpendicular to framework 410 place.U-stirrups 41d shown in Fig. 2 D
Each pothook 401d include the supporting rod that the ending vertical of self-corresponding extension rod 413 extends towards another extension rod 413
4012 and the kelly 4015 that extends towards the plane away from described framework 410 place from the end of described supporting rod 4012.Described
Angle between kelly 4015 and corresponding supporting rod 4012 is 135 degree.
Refer to Fig. 3 A to Fig. 3 D, the U-stirrups of the Second Type in described concrete prefabricated wallboard splicing structure 100
Also there is several different pattern, the most only list four kinds of patterns.Each U-stirrups of described Second Type all includes out
Being provided with framework 420 and two pothooks of an opening 48, described opening 48 is between two pothooks.Described framework 420 includes
One connecting rod 421 and relatively extend two extension rods 423 along same plane from described connecting rod 421 opposite end.Described connection
Substantially vertical described two extension rods 423 of bar 421.The length of each extension rod 423 is less than the length of described connecting rod 421.Second
The structure of the pothook of the U-stirrups of type difference pattern is different, the two pothook 402a of the U-stirrups 42a shown in Fig. 3 A
It is to be extended a kelly by the end of each extension rod 423 towards the direction of the plane that is perpendicular to framework 420 place.Opening shown in Fig. 3 B
The two pothook 402b of mouth stirrup 42b are that the end by each extension rod 423 tilts, towards corresponding extension rod 423, the card extended
Bar, the angle between described kelly and corresponding extension rod 423 is 135 degree.Two pothooks of the U-stirrups 42c shown in Fig. 3 C
402c is that the end by each extension rod 423 tilts, towards described opening 48, the kelly extended, and each kelly and framework 420 do not exist
On same plane, the angle between described kelly and corresponding extension rod 423 is 90 degree.U-stirrups 42d's shown in Fig. 3 D
Two pothook 402d are the kellies being extended inclination by the end court of each extension rod 423 away from described opening 48, each kelly
With framework 420 the most at grade, the angle between described kelly and corresponding extension rod 423 is 90 degree.
Refer to Fig. 4 A to Fig. 4 C, the U-stirrups of the 3rd type in described concrete prefabricated wallboard splicing structure 100
Also there is several different pattern, the most only list three kinds of patterns.The U-stirrups of described 3rd type all includes offering
One framework 430 and two pothooks of one opening 48, described opening 48 is between two pothooks.Described framework 430 includes one even
Extension bar 431 and relatively extend two extension rods 433 along same plane from described connecting rod 431 opposite end.Described connecting rod 431
Substantially vertical described two extension rods 433.The length of each extension rod 433 is less than the length of described connecting rod 431.3rd type is not
Structure with the pothook of the U-stirrups of pattern is different, and the two pothook 403a of the U-stirrups 43a shown in Fig. 4 A include certainly
A supporting rod 4012 that the end of corresponding extension rod 433 extends towards the direction of the plane being perpendicular to described framework 430 place and
A kelly 4015 is extended vertically facing away from described opening 48 from the end of described supporting rod 4012.U-stirrups 43b shown in Fig. 4 B
Two pothook 403b include the end of self-corresponding extension rod 433 direction towards the plane being perpendicular to described framework 430 place
Extend a supporting rod 4012 and extend vertically a kelly 4015 from the end of described supporting rod 4012 towards described opening 48.Figure
The two pothook 403c of the U-stirrups 43c that 4C shows include that the end of self-corresponding extension rod 433 is towards being perpendicular to described framework 430
A supporting rod 4012 that the direction of the plane at place extends and from the end of described supporting rod 4012 towards corresponding extension rod 433
Extend vertically a kelly 4015.
Refer to Fig. 5 A to Fig. 5 D, the U-stirrups of the 4th type in described concrete prefabricated wallboard splicing structure 100
Also there is several different pattern, the most only list four kinds of patterns.The U-stirrups of described 4th type all includes offering
One framework 440 and two pothooks of one opening 48, described opening 48 is between two pothooks.Described framework 440 includes one even
Extension bar 441 and the most relatively closely extend two extension rods 443 from described connecting rod 441 opposite end.Each prolong
The length of boom 443 is less than the length of described connecting rod 441.The knot of the pothook of the U-stirrups of the 4th type of different patterns
Structure is different, and the two pothook 404a of the U-stirrups 44a shown in Fig. 5 A are that the end by each extension rod 443 is towards corresponding extension
Bar 441 tilts the kelly extended, and the angle between described kelly and corresponding extension rod 443 is 135 degree.Opening shown in Fig. 5 B
The two pothook 404b of mouth stirrup 44b include that the end of self-corresponding extension rod 443 is towards being perpendicular to described framework 440 place respectively
Plane direction extend a supporting rod 4012 and vertically prolong facing away to described opening 48 from the end of described supporting rod 4012
The kelly 4015 stretched.The two pothook 404c of the U-stirrups 44c shown in Fig. 5 C include the end of self-corresponding extension rod 443
Court is perpendicular to a supporting rod 4012 of the direction extension of the plane at described framework 440 place and from the end of described supporting rod 4012
A kelly 4015 is extended vertically towards corresponding extension rod 443.The two pothook 404d of the U-stirrups 44d shown in Fig. 5 D include certainly
A supporting rod 4012 that the end of corresponding extension rod 443 extends towards the direction of the plane being perpendicular to described framework 440 place and
A kelly 4015 is extended vertically towards described opening 48 from the end of described supporting rod 4012.
Refer to Fig. 6, the U-stirrups of the 5th type in described concrete prefabricated wallboard splicing structure 100 also has some
Plant different patterns, the most only one of which pattern is described.The U-stirrups 45 of the 5th type includes that offering one opens
One framework 450 and two pothook 450a, 450b of mouth 48, described opening 48 is between two pothook 450a, 450b.Described frame
Body 450 includes a connecting rod 451 and the most relatively extends vertically two extensions from described connecting rod 451 opposite end
Bar 453.The length of each extension rod 453 is less than the length of described connecting rod 451.Wherein a pothook 450a is to prolong from wherein one
The end of boom 453 is along the plane of described framework 450 towards a kelly of extension in described framework 450, and described kelly is with corresponding
Angle between extension rod 453 is 135 degree；Another pothook 450b includes that the plane along described framework 450 is from another extension rod
The end of 453 towards the vertically extending supporting rod 4012 of described pothook 450a and from the end of described supporting rod 4012 towards connection
Bar 451 extends vertically a kelly 4015.
Refer to Fig. 7, the U-stirrups of the 6th type in described concrete prefabricated wallboard splicing structure 100 also has some
Plant different patterns, the most only one of which pattern is described.The U-stirrups 46 of the 6th type includes that offering one opens
One framework 460 and two pothooks of mouth 48, described opening 48 is between two pothooks.Described framework 460 includes a connecting rod
461, on same plane, one first extension rod 463 and one second is relatively extended vertically from described connecting rod 461 opposite end
Extension rod 465, prolong towards described first extension rod 463 along being parallel to described connecting rod 461 from the end of described second extension rod 465
Stretch one the 3rd extension rod 467.The length of described second extension rod 465 is more than the length of described first extension rod 463.Described two cards
Hook portion 406a includes being perpendicular to described framework 460 place from the end court of the first extension rod 463 and the 3rd extension rod 467 respectively
A supporting rod 4012 that the direction of plane extends and extend vertically one towards described opening 48 from the end of described supporting rod 4012
Kelly 4015.
Refer to Fig. 8, the U-stirrups of the 7th type in described concrete prefabricated wallboard splicing structure 100 also has some
Plant different patterns, the most only one of which pattern is described.The U-stirrups 47 of the 7th type includes that offering one opens
One framework 470 and two pothook 407b, 407b of mouth 48, described opening 48 is between two pothook 407b, 407b.Described frame
Body 470 includes a connecting rod 471, extends to relative proximity one first on same plane from described connecting rod 471 opposite end
Extension rod 473 and one second extension rod 475, from the end of described second extension rod 475 along being parallel to described connecting rod 471 towards institute
State the first extension rod 473 and extend one the 3rd extension rod 477.The length of described second extension rod 475 is more than described first extension rod
The length of 473.Described pothook 407a includes from the end of the first extension rod 473 towards being perpendicular to the flat of described framework 470 place
A supporting rod 4012 that the direction in face extends and extend vertically a card towards described opening 48 from the end of described supporting rod 4012
Bar 4015.Described pothook 407b is to prolong along the bearing of trend of described supporting rod 4012 from the end of described 3rd extension rod 477
The kelly stretched.
Refer to Fig. 9, the concrete prefabricated wallboard of the first pattern in described concrete prefabricated wallboard splicing structure 100
20a include a body of wall 201, the frame 203 being convexly equipped in the side of the end face of described body of wall 201, from described body of wall 201 and institute
The longitudinal reinforcement state some connection bar constructions 204 that frame 203 extends outward, being placed in described body of wall 201 is fixed temporarily
Device 21 and some longitudinal reinforcements 25.Each connection bar construction 204 includes that a horizontal reinforcement 205 and connects hook 206, described
Horizontal reinforcement 205 is close to connect hook 206.These horizontal reinforcements 205 and described body of wall 201 surround a longitudinal space 207, described vertical
It is positioned at described longitudinal space 207 to reinforcing bar temporary fastening device 21.Described longitudinal reinforcement temporary fastening device 21 includes arranging
Bottom described body of wall 201 and the supporting plate 212 that is contained in described longitudinal space 207 and some be located at described body of wall 201 also
Being contained in the fixture 215 in described longitudinal space 207, the bottom of these longitudinal reinforcements 25 is supported in described supporting plate 212, these
These longitudinal reinforcements 25 are fixed on described body of wall 201 end face by fixture 215.
Refer to Figure 10, the concrete prefabricated wallboard of the second pattern in described concrete prefabricated wallboard splicing structure 100
The structure of 20b is similar with the structure of described concrete prefabricated wallboard 20a.Described concrete prefabricated wallboard 20b includes a body of wall
201, some horizontal reinforcements 205 of extending outward from the end face of described body of wall 201, the end face that is placed in described body of wall 201
Longitudinal reinforcement temporary fastening device 21 and some longitudinal reinforcements 25.These horizontal reinforcements 205 and described body of wall 201 surround one longitudinally
Space 207, described longitudinal reinforcement temporary fastening device 21 is positioned at described longitudinal space 207.Described longitudinal reinforcement is fixed temporarily
Device 21 includes the supporting plate 212 being arranged at bottom described body of wall 201 and be contained in described longitudinal space 207 and some is located at
Described body of wall 201 is also contained in the fixture 215 in described longitudinal space 207, and the bottom of these longitudinal reinforcements 25 is supported in institute
Stating supporting plate 212, these longitudinal reinforcements 25 are fixed on described body of wall 201 end face by these fixtures 215.
Refer to Figure 11, the concrete prefabricated wallboard of the 3rd pattern in described concrete prefabricated wallboard splicing structure 100
The structure of 20c is similar with the structure of described concrete prefabricated wallboard 20a.Described concrete prefabricated wallboard 20c includes a body of wall
201, be convexly equipped in an end edge of the one side of described body of wall 201 a frame 203, from described body of wall 201 and described frame 203 to
The some connection bar constructions 204 extended outward, the longitudinal reinforcement temporary fastening device 21 being placed in described body of wall 201 and some
Longitudinal reinforcement 25.Each connection bar construction 204 includes a horizontal reinforcement 205 and some connection hooks 206, described horizontal reinforcement
205 are close to connect hook 206.These horizontal reinforcements 205 surround a longitudinal space 207 with described body of wall 201, and described longitudinal reinforcement faces
Time fixing device 21 be positioned at described longitudinal space 207.Described longitudinal reinforcement temporary fastening device 21 includes being arranged at described wall
Bottom body 201 and the supporting plate 212 that is contained in described longitudinal space 207 and some are located at described body of wall 201 and are contained in institute
Stating the fixture 215 in longitudinal space 207, the bottom of these longitudinal reinforcements 25 is supported in described supporting plate 212, these fixtures
These longitudinal reinforcements 25 are fixed on described body of wall 201 side by 215.
Refer to (a) to (g) in Figure 12, needing the concrete prefabricated wallboard 20a splicing two sides the first pattern is a word
During shape, a mobile wherein concrete prefabricated wallboard 20a makes two frames 203 of described two concrete prefabricated wallboard 20a face, and
Wherein another concrete prefabricated wallboard 20a of snapping distinguished by horizontal reinforcement 205 and the connection hook 206 of a concrete prefabricated wallboard 20a
Horizontal reinforcement 205 and connect hook 206；Cut off the fixture 215 of each longitudinal reinforcement temporary fastening device 21, make described longitudinal direction
Reinforcing bar 25 can move freely；These longitudinal reinforcement 25 to conjunctions mobile in the longitudinal space 207 of each concrete prefabricated wallboard 20a
Right position is put, as at the interior angle of horizontal reinforcement 205, horizontal reinforcement 205 and the intersection being connected hook 206 and connect in hook 206；There is provided
Some U-stirrups 42b, and insert towards described horizontal reinforcement 205 in the horizontal direction by the opening 48 of each U-stirrups 42b
In longitudinal space 207, each U-stirrups 42b is made to be positioned on the horizontal reinforcement 205 of correspondence.Now, wherein two longitudinal reinforcement 25
Being held on respectively between corresponding connection hook 206 and U-stirrups 42b, remaining longitudinal reinforcement 25 passes these U-stirrups 42b
Opening 48 be contained in the framework 420 of described U-stirrups 42b.The pothook 402c of bending each U-stirrups 42b, makes every
One pothook 402c fixes corresponding connection hook 206.Mobile two longitudinal reinforcements 25 to described framework 420 connecting rod 421 with
The intersection of two extension rods 423.There is provided some U-stirrups 43a, by the opening 48 of each U-stirrups 43a towards described level
Reinforcing bar 205 also inserts in longitudinal space 207 in the horizontal direction, makes each U-stirrups 43a be positioned at the U-stirrups 42b of correspondence
On.The opening 48 of described U-stirrups 43a and U-stirrups 42b towards consistent.The pothook 403a of each U-stirrups 43a
Being fastened in the connection hook 206 of correspondence, some longitudinal reinforcements 25 are contained in framework 430 from the opening 48 of U-stirrups 43a, and this
A little longitudinal reinforcements 25 are held between described framework 430 and two corresponding horizontal reinforcements 205.These longitudinal reinforcements 25 are tied up respectively
Be tied in horizontal reinforcement 205, connect on hook 206, U-stirrups 42b, 43a, and after water at perps.
Refer to Figure 13, need the concrete prefabricated wallboard 20a of splicing one side the first pattern and the mixed of one side the 3rd pattern
When solidifying soil prefabricated panel 20c is L-shaped, it is provided that some U-stirrups 44d, 42a according to above-mentioned splicing two sides the first pattern
Concrete prefabricated wallboard 20a is the method assembly of in-line.
Refer to Figure 14, need the concrete prefabricated wallboard 20a of splicing one side the first pattern and the mixed of one side the second pattern
When solidifying soil prefabricated panel 20b is L-shaped, its concrete prefabricated wallboard 20b mobile makes the level of described concrete prefabricated wallboard 20b
The horizontal reinforcement 205 of concrete prefabricated wallboard 20a described in reinforcing bar 205 snapping respectively.The most concrete prefabricated wallboard 20b and coagulation
Soil prefabricated panel 20a surrounds L-shaped, and the connection hook 206 of described concrete prefabricated wallboard 20a is positioned at concrete prefabricated wallboard 20b
Longitudinal space 207 in and be close to the horizontal reinforcement 205 of correspondence.Cut off the fixture of each longitudinal reinforcement temporary fastening device 21
215, make described longitudinal reinforcement 25 to move freely；There is provided some U-stirrups 45, by opening 48 court of each U-stirrups 45
To described horizontal reinforcement 205 and insert in longitudinal space 207 in the horizontal direction, make each U-stirrups 45 be positioned at the level of correspondence
On reinforcing bar 205.These longitudinal reinforcements 25 can move to correct position through the opening 48 of described U-stirrups 45, by these longitudinally
Reinforcing bar 25 respectively colligation in horizontal reinforcement 205, connect on hook 206 and U-stirrups 445, and after water cement.
Please also refer to (a) in Figure 15 A and Figure 15 B to (i), need to splice the concrete prefabricated wall of two sides the first pattern
When plate 20a and a cast-in-place shear wall slab muscle 80 are in T shape, a mobile wherein concrete prefabricated wallboard 20a makes described two coagulations
Soil prefabricated panel 20a two frames 203 face, wherein a concrete prefabricated wallboard 20a horizontal reinforcement 205 and connect hook
The horizontal reinforcement 205 of 206 difference another concrete prefabricated wallboard 20a of snapping and connection hook 206；Described cast-in-place shear wall slab muscle
80 include the connection hook 82 that two rows are relative.Two rows of described cast-in-place shear wall slab muscle 80 are connected hook 82 distinguish in the horizontal direction
Insert in the longitudinal space 207 of described two concrete prefabricated wallboard 20a, make each connection hook 82 be close to the horizontal reinforcement of correspondence
205.Some U-stirrups 44d, 42a are provided and it are one according to the concrete prefabricated wallboard 20a of above-mentioned splicing two sides the first pattern
The method assembly of font.
Please also refer to Figure 16, need concrete prefabricated wallboard 20a and one side second pattern of splicing one side the first pattern
Concrete prefabricated wallboard 20 and a cast-in-place shear wall slab muscle 80 in T shape time, it is provided that some U-stirrups 46,47 and according to
Method when the concrete prefabricated wallboard 20a of above-mentioned splicing two sides the first pattern and a cast-in-place shear wall slab muscle 80 are in T shape
Assembled.
Being provided with in the concrete prefabricated wallboard of this utility model concrete prefabricated wallboard splicing structure can be by longitudinal reinforcement 25
Being temporarily fixed in horizontal reinforcement, time assembled, longitudinal reinforcement 25 is not required to insert from the top of concrete prefabricated wallboard, it is thus possible to joint
Save substantial amounts of manpower and working time.Owing to each U-stirrups offers an opening 48, U-stirrups can be inserted in the horizontal direction
Enter in longitudinal space 207, and each longitudinal reinforcement 25 can move to suitable position through the opening of U-stirrups, so that spelling
Dress is convenient and improves work efficiency.
Embodiment of above is only in order to illustrate the technical solution of the utility model and unrestricted, although with reference to above embodiment party
This utility model has been described in detail by formula, it will be understood by those within the art that, can be to of the present utility model
Technical scheme is modified or equivalent the most should not depart from the spirit and scope of technical solutions of the utility model.
Claims (10)
1. a concrete prefabricated wallboard, including a body of wall and some horizontal reinforcements of stretching out described body of wall, it is characterised in that:
A longitudinal reinforcement temporary fastening device that described concrete prefabricated wallboard also includes being arranged at described body of wall and some longitudinal reinforcements,
These horizontal reinforcements and described body of wall surround a longitudinal space, and these longitudinal reinforcements fixed by described longitudinal reinforcement temporary fastening device
In described longitudinal space.
Concrete prefabricated wallboard the most as claimed in claim 1, it is characterised in that: described longitudinal reinforcement temporary fastening device includes
It is arranged at bottom described body of wall and is contained in the supporting plate and at least in described longitudinal space be located at described body of wall and be contained in
Fixture in described longitudinal space, the bottom of these longitudinal reinforcements is supported in described supporting plate, and described fixture is fixed these and indulged
To reinforcing bar.
3. a concrete prefabricated wallboard splicing structure, it is characterised in that: described concrete prefabricated wallboard splicing structure include as
The concrete prefabricated wallboard of described in claim 1 or 2 at least two and some U-stirrups, each U-stirrups includes offering one
One framework of opening and two pothooks, described two pothooks are connected to the described framework both ends adjacent to described opening, institute
State the horizontal reinforcement snapping respectively of two concrete prefabricated wallboards, release described longitudinal reinforcement temporary fastening device to described longitudinal steel
Fixing of muscle, longitudinal reinforcement can move the optional position to horizontal reinforcement, and each U-stirrups can insert institute in the horizontal direction
State in the longitudinal space of two concrete prefabricated wallboards, make the framework of each U-stirrups be close on the horizontal reinforcement of correspondence, each
Longitudinal reinforcement can move to framework through the opening of U-stirrups, and two pothooks of each U-stirrups are fastened in the level of correspondence
Reinforcing bar, these longitudinal reinforcement colligations are in corresponding U-stirrups and horizontal reinforcement.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 3, it is characterised in that: these U-stirrups are at least one
Same pattern.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 3, it is characterised in that: these U-stirrups include some
Kind of different patterns, the U-stirrups of described several different patterns is positioned at the same side of concrete prefabricated wallboard and opening towards phase
With.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 3, it is characterised in that: the framework bag of each U-stirrups
Include a connecting rod and relatively extend two extension rods, the two of each U-stirrups towards same plane from described connecting rod opposite end
Pothook is respectively arranged on the end of described two extension rods, and the opening of each U-stirrups is between two pothooks.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 6, it is characterised in that: described each pothook is 135
Degree or 90 degree of crotches.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 6, it is characterised in that: each pothook includes from corresponding
Extension rod the outward extending supporting rod of ending vertical and outside the end of described supporting rod extend a kelly.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 8, it is characterised in that: described supporting rod and described kelly
Between angle be 135 degree or 90 degree.
Concrete prefabricated wallboard splicing structure the most as claimed in claim 6, it is characterised in that: described pothook is from corresponding
The kelly that extends outwardly of the end of extension rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620399524.7U CN205577244U (en) | 2016-05-05 | 2016-05-05 | Structure is assembled to precast concrete wallboard and precast concrete wallboard thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620399524.7U CN205577244U (en) | 2016-05-05 | 2016-05-05 | Structure is assembled to precast concrete wallboard and precast concrete wallboard thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577244U true CN205577244U (en) | 2016-09-14 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620399524.7U Expired - Fee Related CN205577244U (en) | 2016-05-05 | 2016-05-05 | Structure is assembled to precast concrete wallboard and precast concrete wallboard thereof |
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| Country | Link |
|---|---|
| CN (1) | CN205577244U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284848A (en) * | 2016-09-30 | 2017-01-04 | 中国建筑第五工程局有限公司 | Compound stirrup |
| CN107345436A (en) * | 2016-05-05 | 2017-11-14 | 戴旭谦 | Concrete prefabricated wallboard splicing structure and its concrete prefabricated wallboard |
| CN107575033A (en) * | 2017-09-09 | 2018-01-12 | 中国二十二冶集团有限公司 | Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method |
| CN108086482A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body with active connection and with its building system |
| CN108661237A (en) * | 2018-07-13 | 2018-10-16 | 中国建筑标准设计研究院有限公司 | Prefabricated panel and its construction method suitable for multilayer assembled architecture |
| CN117464831A (en) * | 2023-11-27 | 2024-01-30 | 中铁四局集团有限公司 | Precast beam reinforcement mesh splicing trolley and splicing method |
-
2016
- 2016-05-05 CN CN201620399524.7U patent/CN205577244U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107345436A (en) * | 2016-05-05 | 2017-11-14 | 戴旭谦 | Concrete prefabricated wallboard splicing structure and its concrete prefabricated wallboard |
| CN106284848A (en) * | 2016-09-30 | 2017-01-04 | 中国建筑第五工程局有限公司 | Compound stirrup |
| CN108086482A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body with active connection and with its building system |
| CN107575033A (en) * | 2017-09-09 | 2018-01-12 | 中国二十二冶集团有限公司 | Assembling type steel structure prefabricated outer wall panel is prefabricated and construction method |
| CN108661237A (en) * | 2018-07-13 | 2018-10-16 | 中国建筑标准设计研究院有限公司 | Prefabricated panel and its construction method suitable for multilayer assembled architecture |
| CN108661237B (en) * | 2018-07-13 | 2023-11-21 | 中国建筑标准设计研究院有限公司 | Prefabricated wallboard suitable for multi-layer assembled building and construction method thereof |
| CN117464831A (en) * | 2023-11-27 | 2024-01-30 | 中铁四局集团有限公司 | Precast beam reinforcement mesh splicing trolley and splicing method |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20160914 Termination date: 20190505 |