CN209243946U - A kind of prefabricated board and shear wall connection structure - Google Patents
A kind of prefabricated board and shear wall connection structure Download PDFInfo
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- CN209243946U CN209243946U CN201821920829.3U CN201821920829U CN209243946U CN 209243946 U CN209243946 U CN 209243946U CN 201821920829 U CN201821920829 U CN 201821920829U CN 209243946 U CN209243946 U CN 209243946U
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Abstract
The utility model relates to a kind of prefabricated boards and shear wall connection structure, including the first precast shear wall, second precast shear wall and prefabricated board, first precast shear wall includes the pre-buried fashioned iron of the first shear wall, second precast shear wall includes the pre-buried fashioned iron of the second shear wall, the prefabricated board includes the pre-buried fashioned iron of the first plate and the pre-buried fashioned iron of the second plate, the pre-buried fashioned iron of first plate links together through bolt and the pre-buried fashioned iron of the second plate, the pre-buried fashioned iron of first shear wall is through bolt and the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of second plate links together, the pre-buried fashioned iron of second shear wall is through bolt and the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of second plate links together.Not only structure design is simple, reasonable for the utility model, but also connects reliably, and anti-seismic performance is good, ductility is good, easy for construction, efficiently convenient, has broad application prospects.
Description
Technical field
The utility model relates to a kind of prefabricated boards and shear wall connection structure.
Background technique
Using prefabricated construction can it is energy saving, water-saving, section material, be greatly reduced building waste, reduce noise pollution,
Labour's dosage and intensity are reduced, construction environment is effectively improved, improves construction quality, therefore receive researcher and engineering design
The favor of personnel is the structure being worth promoting.In fabricated construction, seam interconnection technique is key technology, is to guarantee
The key of structural integrity and anti-seismic performance.
Prefabricated assembled shear wall structure has more engineer application, the connection between current shear wall and floor at present
Mainly by cast-in-place mode, floor mostly uses greatly superimposed sheet, and pre-erection is shelved on shear wall, and reinforcing bar extends into shearing
Wall, rear pouring concrete form an entirety, and this mode concreting amount is big, and prefabricated rate is low, still have very big situ wet to make
Industry, scene will also bind the reinforcing bar of cast-in-place part, cannot give full play to fabricated advantage.
Floor and shear wall connecting portion are the key components of stress, and existing superimposed sheet is larger in end stress, in construction
If end reinforce can only be realized by configuring more reinforcing bar, if it is original do not increase reinforcing bar in the case where, end
Portion tends to destroy in stress.
After shear wall and floor form entirety, the connection of lower shear wall and upper shear wall is in the milk by sleeve mostly at present
Mode, upper shear wall is shelved on floor, it is therefore desirable to which waiting floor to reach some strength could start to construct, upper shear wall
Reinforced bar sleeve cover the reinforcing bar to extend out in lower shear wall, connected by sealing strip and sleeve grouting way, this mode
In the form of a single, site operation quality influences big, bad control, construction trouble；And the not all reinforcing bar of connection of shear wall
All connect, and a fixed spacing only has single reinforcing bar connection other than edge member, this type of attachment is less reliable, anti-seismic performance
It is all not ideal enough with ductility.Some scholars also proposed the connection type of some precast shear walls up and down, but not examine mostly
The installation for considering floor, does not gear to actual circumstances.
Utility model content
In view of the deficiencies in the prior art, the technical problem to be solved by the utility model is to provide a kind of prefabricated boards and shearing
Wall connection structure, it is not only reasonable in design but also efficiently convenient.
In order to solve the above-mentioned technical problem, the technical solution of the utility model is: a kind of prefabricated board connect knot with shear wall
Structure, including the first precast shear wall, the second precast shear wall and prefabricated board, first precast shear wall are arranged in prefabricated board
Top, second precast shear wall is arranged in the lower section of prefabricated board, and first precast shear wall includes the first shear wall
Pre-buried fashioned iron, second precast shear wall include the pre-buried fashioned iron of the second shear wall, and the prefabricated board includes the pre-buried type of the first plate
Steel and the pre-buried fashioned iron of the second plate, the pre-buried fashioned iron of the first plate link together through bolt and the pre-buried fashioned iron of the second plate, and described
The pre-buried fashioned iron of one shear wall links together through bolt and the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate, second shearing
The pre-buried fashioned iron of wall links together through bolt and the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate.
Further, the pre-buried fashioned iron of the first plate is integrally in C font, and the pre-buried fashioned iron of the first plate includes that the first plate is pre-
Bury top plate, the pre-buried web of the first plate and the pre-buried bottom plate of the first plate；The pre-buried fashioned iron of second plate is integrally in C font, and described
The pre-buried fashioned iron of two plates includes the pre-buried top plate of the second plate, the pre-buried web of the second plate and the pre-buried bottom plate of the second plate.
Further, the pre-buried fashioned iron of the first plate further includes the first netted of several layers sequence interval setting from top to bottom
Structure, first reticular structure include several first vertical muscle and the first transverse bar, the first vertical muscle and the first transverse bar transverse and longitudinal
Staggeredly, the end of the described first vertical muscle links together with the pre-buried web of the first plate；If the pre-buried fashioned iron of the second plate further includes
Second reticular structure of dried layer sequence interval setting from top to bottom, second reticular structure includes several second vertical muscle and the
Two transverse bars, the second vertical muscle interlock with the second transverse bar transverse and longitudinal, and the end of the second vertical muscle is connect with the pre-buried web of the second plate
Together.
Further, the pre-buried web of the first plate links together through bolt and the pre-buried web of the second plate.
Further, length of the length of the pre-buried top plate of the first plate less than the pre-buried bottom plate of the first plate, second plate
Length of the length of pre-buried top plate less than the pre-buried bottom plate of the second plate.
Further, the prefabricated board reserves the first cast-in-place area, the prefabricated board close to the end of the pre-buried web of the first plate
The second cast-in-place area, longitudinal cross-section and the second cast-in-place area in the first cast-in-place area are reserved close to the end of the pre-buried web of the second plate
The trapezoidal shape in longitudinal cross-section.
Further, the pre-buried fashioned iron of the first shear wall is integrally in I-shaped, the pre-buried fashioned iron packet of the first shear wall
Containing the pre-buried top flange plate of the first shear wall, the pre-buried web of the first shear wall and the pre-buried bottom wing listrium of the first shear wall；Described
The pre-buried fashioned iron of two shear walls be integrally in it is I-shaped, the pre-buried fashioned iron of the second shear wall include the pre-buried top flange of the second shear wall
Plate, the pre-buried web of the second shear wall and the pre-buried bottom wing listrium of the second shear wall.
Further, the left part of the pre-buried bottom wing listrium of first shear wall is connected to through bolt and the pre-buried top plate of the first plate
Together, the right part of the pre-buried bottom wing listrium of first shear wall links together through bolt and the pre-buried top plate of the second plate, and described
The left part of the pre-buried top flange plate of two shear walls links together through bolt and the pre-buried bottom plate of the first plate, and second shear wall is pre-buried
The right part of top flange plate links together through bolt and the pre-buried bottom plate of the second plate.
Further, several the first plates are arranged at intervals between the pre-buried top plate of first plate and the pre-buried bottom plate of the first plate
Ribbed stiffener, the first plate ribbed stiffener are connect with the pre-buried top plate of the first plate, the pre-buried web of the first plate and the pre-buried bottom plate of the first plate
Together, several the second plate ribbed stiffeners, institute are arranged at intervals between the pre-buried top plate of second plate and the pre-buried bottom plate of the second plate
The second plate ribbed stiffener is stated to link together with the pre-buried top plate of the second plate, the pre-buried web of the second plate and the pre-buried bottom plate of the second plate；Institute
It states and is arranged at intervals with several the first shearings between the pre-buried top flange plate of the first shear wall and the pre-buried bottom wing listrium of the first shear wall
Wall ribbed stiffener, the first shear wall ribbed stiffener and the pre-buried top flange plate of the first shear wall, the pre-buried web of the first shear wall and
The pre-buried bottom wing listrium of first shear wall links together, and the pre-buried top flange plate of the second shear wall is buried in advance with the second shear wall
Several the second shear wall ribbed stiffeners are arranged at intervals between flange plate, the second shear wall ribbed stiffener and the second shear wall are pre-
Top flange plate, the pre-buried web of the second shear wall and the pre-buried bottom wing listrium of the second shear wall is buried to link together.
Compared with prior art, the utility model has the following beneficial effects: the utility model not only structure design it is simple,
Rationally, and connection is reliable, and anti-seismic performance is good, ductility is good, easy for construction, efficiently convenient, has broad application prospects.
The utility model is described in more detail with reference to the accompanying drawings and detailed description.
Detailed description of the invention
Fig. 1 is the overall construction schematic diagram of the utility model embodiment.
Fig. 2 is the organigram of the pre-buried fashioned iron of the second plate of the utility model embodiment.
Fig. 3 is the schematic cross-sectional view in the direction A-A of the utility model embodiment.
Fig. 4 is the schematic cross-sectional view in the direction B-B of the utility model embodiment.
In figure: the first precast shear wall of 1-, the pre-buried top flange plate of the first shear wall of 101-, the pre-buried abdomen of the first shear wall of 102-
Plate, the pre-buried bottom wing listrium of the first shear wall of 103-, 104- the first shear wall ribbed stiffener, the second precast shear wall of 2-, 201- second
The pre-buried top flange plate of shear wall, the pre-buried web of the second shear wall of 202-, the pre-buried bottom wing listrium of the second shear wall of 203-, 204- second
Shear wall ribbed stiffener, 3- prefabricated board, the pre-buried top plate of the first plate of 301-, the pre-buried web of the first plate of 302-, the pre- buried end of the first plate of 303-
Plate, the pre-buried top plate of the second plate of 304-, the pre-buried web of the second plate of 305-, the pre-buried bottom plate of the second plate of 306-, 307- first indulge muscle, 308-
First transverse bar, 309- second indulge muscle, the second transverse bar of 310-, 311- the second plate ribbed stiffener, 4- bolt, 5- threaded hole, and a- first is existing
Pour area, the cast-in-place area b- second.
Specific embodiment
In order to make the above-mentioned features and advantages of the utility model more obvious and understandable, special embodiment below, and cooperate attached drawing,
It is described in detail below.
As shown in Fig. 1 ~ 4, a kind of prefabricated board and shear wall connection structure, including the first precast shear wall 1, second is prefabricated cuts
The top of prefabricated board 3 is arranged in power wall 2 and prefabricated board 3, first precast shear wall 1, and second precast shear wall 2 is set
It sets in the lower section of prefabricated board 3, first precast shear wall 1 includes the pre-buried fashioned iron of the first shear wall, the second prefabricated shearing
Wall 2 includes the pre-buried fashioned iron of the second shear wall, and the prefabricated board 3 includes the pre-buried fashioned iron of the first plate and the pre-buried fashioned iron of the second plate, described
The pre-buried fashioned iron of first plate links together through bolt 4 and the pre-buried fashioned iron of the second plate, and the pre-buried fashioned iron of the first shear wall is through bolt 4
It links together with the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate, the pre-buried fashioned iron of the second shear wall is through bolt 4 and first
The pre-buried fashioned iron of plate, the pre-buried fashioned iron of the second plate link together.
In the utility model embodiment, the pre-buried fashioned iron of the first plate is integrally in C font, the pre-buried fashioned iron of the first plate
Include the pre-buried top plate 301 of the first plate, the pre-buried web 302 of the first plate and the pre-buried bottom plate 303 of the first plate；The pre-buried type of second plate
Steel is integrally in C font, and the pre-buried fashioned iron of the second plate includes the pre-buried top plate 304 of the second plate, the pre-buried web 305 of the second plate and the
The pre-buried bottom plate 306 of two plates；That is, the longitudinal direction of the longitudinal cross-section of the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate is cut
Face is C font.
In the utility model embodiment, the pre-buried fashioned iron of the first plate further includes that sequence interval is set several layers from top to bottom
The first reticular structure set, first reticular structure include several first vertical muscle 307 and the first transverse bar 308, described first
Vertical muscle 307 interlocks with 308 transverse and longitudinal of the first transverse bar, and the end of the first vertical muscle 307 and the pre-buried web 302 of the first plate are connected to one
It rises；The pre-buried fashioned iron of second plate further include several layers from top to bottom sequence interval setting the second reticular structure, described second
Reticular structure includes several second vertical muscle 309 and the second transverse bar 310, and the second vertical muscle 309 and 310 transverse and longitudinal of the second transverse bar are handed over
Mistake, end and the pre-buried web 305 of the second plate of the second vertical muscle 309 link together；The first vertical muscle 307 and first is horizontal
Muscle 308 binds or welds together, and the second vertical muscle 309 binds and welds together with the second transverse bar 310.
In the utility model embodiment, the pre-buried web 302 of the first plate is through bolt 4 and the pre-buried web 305 of the second plate
It links together.
In the utility model embodiment, the length of the pre-buried top plate 301 of the first plate is less than the pre-buried bottom plate 303 of the first plate
Length, the length of the length of the pre-buried top plate 304 of the second plate less than the pre-buried bottom plate 306 of the second plate.
In the utility model embodiment, the prefabricated board 3 is existing close to the end of the pre-buried web 302 of the first plate reserved first
Area is poured, the prefabricated board 3 reserves the second cast-in-place area close to the end of the pre-buried web 305 of the second plate, and the first cast-in-place area indulges
To the trapezoidal shape in longitudinal cross-section in section and the second cast-in-place area；The pre-buried fashioned iron setting of first shear wall prefabricated is cut first
The lower part of power wall 1, the pre-buried bottom wing listrium 103 of the first shear wall are exposed to the bottom surface of the first precast shear wall 1, and described second
The top of the second precast shear wall 2 is arranged in the pre-buried fashioned iron of shear wall, and the pre-buried top flange plate 201 of the second shear wall is exposed to
The top surface of second precast shear wall 2；To be conducive to the pre-buried bottom wing listrium 103 of first shear wall and the pre-buried top plate of the first plate
301, the connection of the pre-buried top plate 304 of the second plate is conducive to the pre-buried top flange plate 201 of second shear wall and the pre-buried bottom plate of the first plate
303, the connection of the pre-buried bottom plate 306 of the second plate, and it is conducive to the pre-buried web 302 of first plate and the pre-buried web 305 of the second plate
Connection.
In the utility model embodiment, the pre-buried fashioned iron of the first shear wall is integrally in I-shaped, first shearing
The pre-buried fashioned iron of wall includes that the pre-buried top flange plate 101 of the first shear wall, the pre-buried web 102 of the first shear wall and the first shear wall are pre-
Bury flange plate 103；The pre-buried fashioned iron of second shear wall be integrally in it is I-shaped, the pre-buried fashioned iron of the second shear wall includes the
The pre-buried top flange plate 201 of two shear walls, the pre-buried web 202 of the second shear wall and the pre-buried bottom wing listrium 203 of the second shear wall；?
That is the longitudinal cross-section of the longitudinal cross-section of the pre-buried fashioned iron of the first shear wall, the pre-buried fashioned iron of the second shear wall is in I-shaped
Shape.
In the utility model embodiment, the left part of the pre-buried bottom wing listrium 103 of the first shear wall is through bolt 4 and first
The pre-buried top plate 301 of plate links together, and the right part of the pre-buried bottom wing listrium 103 of the first shear wall is pre- through bolt 4 and the second plate
It buries top plate 304 to link together, the left part of the pre-buried top flange plate 201 of the second shear wall is through bolt 4 and the pre- buried end of the first plate
Plate 303 links together, and the right part of the pre-buried top flange plate 201 of the second shear wall is through bolt 4 and the pre-buried bottom plate 306 of the second plate
It links together；The pre-buried bottom wing listrium 103 of first shear wall, the pre-buried top plate 301 of the first plate, the pre-buried top plate 304 of the second plate,
The pre-buried top flange plate 201 of second shear wall, the pre-buried bottom plate 303 of the first plate, the pre-buried bottom plate 306 of the second plate, the pre-buried web of the first plate
302 through offering several threaded holes 5 being arranged in a one-to-one correspondence with bolt 4 on bolt 4 and the pre-buried web 305 of the second plate.
In the utility model embodiment, it is spaced between the pre-buried top plate 301 of first plate and the pre-buried bottom plate 303 of the first plate
It is provided with several the first plate ribbed stiffeners, the first plate ribbed stiffener and the pre-buried top plate 301 of the first plate, the pre-buried web of the first plate
302 and first the pre-buried bottom plate 303 of plate link together, the pre-buried top plate 304 of second plate and the pre-buried bottom plate 306 of the second plate it
Between be arranged at intervals with several the second plate ribbed stiffeners 311, the second plate ribbed stiffener 311 and the pre-buried top plate 304, second of the second plate
The pre-buried web 305 of plate and the pre-buried bottom plate 306 of the second plate link together；The pre-buried top flange plate 101 of first shear wall with
Several the first shear wall ribbed stiffeners 104, first shearing are arranged at intervals between the pre-buried bottom wing listrium 103 of first shear wall
Wall ribbed stiffener 104 and the pre-buried top flange plate 101 of the first shear wall, the pre-buried web 102 of the first shear wall and the first shear wall are pre-
It buries flange plate 103 to link together, the pre-buried top flange plate 201 of second shear wall and the pre-buried bottom wing listrium of the second shear wall
Several the second shear wall ribbed stiffeners 204, the second shear wall ribbed stiffener 204 and the second shearing are arranged at intervals between 203
The pre-buried top flange plate 201 of wall, the pre-buried web 202 of the second shear wall and the pre-buried bottom wing listrium 203 of the second shear wall are connected to one
It rises；The first plate ribbed stiffener and the pre-buried top plate 301 of the first plate, the pre-buried web 302 of the first plate and the pre-buried bottom plate 303 of the first plate
It is welded as a whole, the second plate ribbed stiffener 311 and the pre-buried top plate 304 of the second plate, the pre-buried web 305 of the second plate and the second plate
Pre-buried bottom plate 306 is welded as a whole, the first shear wall ribbed stiffener 104 and the pre-buried top flange plate 101, first of the first shear wall
The pre-buried web 102 of shear wall and the pre-buried bottom wing listrium 103 of the first shear wall are welded as a whole, the second shear wall ribbed stiffener
204 and the second pre-buried top flange plate 201 of shear wall, the pre-buried web 202 of the second shear wall and the pre-buried lower flange of the second shear wall
Plate 203 is welded as a whole；The first plate ribbed stiffener, the second plate ribbed stiffener 311, the first shear wall ribbed stiffener 104 and second
Shear wall ribbed stiffener 204 is rectangle.
The construction method of the utility model comprising the steps of: prefabricated first precast shear wall 1, the second precast shear wall 2
And prefabricated board 3, the pre-buried fashioned iron of the second shear wall are connect through bolt 4 with the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate
Together, the pre-buried fashioned iron of the first plate links together through bolt 4 and the pre-buried fashioned iron of the second plate, and first shear wall is pre-buried
Fashioned iron links together through bolt 4 and the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate.
In the utility model embodiment, lifts and fix second precast shear wall 2, then lift the prefabricated board
3, the left part of the pre-buried top flange plate 201 of second shear wall is then connected to one through bolt 4 and the pre-buried bottom plate 303 of the first plate
It rises, the right part of the pre-buried top flange plate 201 of the second shear wall links together through bolt 4 and the pre-buried bottom plate 306 of the second plate, institute
The pre-buried web 302 of the first plate is stated to link together through bolt 4 and the pre-buried web 305 of the second plate；Lift the described first prefabricated shearing
The left part of wall 1, the pre-buried bottom wing listrium 103 of the first shear wall links together through bolt 4 and the pre-buried top plate 301 of the first plate,
The right part of the pre-buried bottom wing listrium 103 of first shear wall links together through bolt 4 and the pre-buried top plate 304 of the second plate；Institute
State the first cast-in-place area and second cast-in-place area's casting concrete.
Casting concrete formation first is prefabricated in the utility model embodiment, on the pre-buried fashioned iron of the first shear wall cuts
Power wall 1, casting concrete forms the second precast shear wall 2, the pre-buried type of the first plate on the pre-buried fashioned iron of the second shear wall
End of the steel far from the pre-buried web 302 of the first plate is poured with the pre-buried fashioned iron of the second plate far from the end of the pre-buried web 305 of the second plate
Concrete forms prefabricated board 3；The concrete of the prefabricated board 3 prefabricated slab thickness in advance, close to shear wall connecting portion
3 concrete end of prefabricated board can be set to reserve the position in the first cast-in-place area Yu the second cast-in-place area for inclined-plane or vertical plane, described
First cast-in-place area and the height in the second cast-in-place area are equal with the height of prefabricated board 3；Wrap up the first vertical muscle in the first cast-in-place area
307, the pre-buried top plate 301 of the first transverse bar 308, the first plate, the pre-buried web 302 of the first plate and the pre-buried bottom plate 303 of the first plate, it is described
Second cast-in-place area wrap up the second vertical muscle 309, the second transverse bar 310, the pre-buried top plate 304 of the second plate, the pre-buried web 305 of the second plate and
The pre-buried bottom plate 306 of second plate.
In the utility model embodiment, the precast concrete of first precast shear wall 1, the second precast shear wall 2
Precast concrete, the precast concrete of prefabricated board 3, the first cast-in-place area and the concrete in the second cast-in-place area common coagulation can be used
Soil, high performance concrete, regenerated aggregate concrete, lightweight aggregate concrete or geopolymer concrete, according to the actual situation depending on,
It is not limited thereto.
In the utility model embodiment, between first precast shear wall 1, the second precast shear wall 2 and prefabricated board 3
It is attached by bolt 4, connection is quickly, easy for construction；Scene only in the first cast-in-place area and second cast-in-place area's casting concrete,
Amount of concrete much less than the rear pouring concrete that traditional superimposed sheet is constructed, prefabricated rate is high, and scene is not necessarily to assembling reinforcement, construction party
Just；The pre-buried fashioned iron of the first plate, the is arranged in the junction of first precast shear wall 1, the second precast shear wall 2 and prefabricated board 3
The setting of the pre-buried fashioned iron of two plates, the pre-buried fashioned iron of the first plate, the pre-buried fashioned iron of the second plate generates constraint to its end concrete plus meeting
Effect, the intensity of concrete greatly improves, so that the end bearing power and ductility of prefabricated board 3 greatly reinforce, it is many without configuration
Reinforcing bar, stress performance is good；First precast shear wall 1, the second precast shear wall 2 are realized with prefabricated board 3 and are reliably connected,
Traditional single method using sleeve grouting is avoided, construction quality is good, the advantages of taking full advantage of fabricated construction, and stress
Reliably, anti-seismic performance and ductility are good.
For indicating the art of positional relationship or shape applied in above-mentioned any technical solution disclosed by the utility model
Its meaning includes approximate with its, similar or close state or shape to language unless otherwise stated.
Either component provided by the utility model by multiple individual component parts either assembled, or
The separate part that integrally formed technique manufactures.
Above embodiments are only to illustrate the technical solution of the utility model rather than its limitations；Although implementing referring to preferable
The utility model is described in detail in example, it should be understood by those ordinary skilled in the art that: still can be to this reality
It is modified with novel specific embodiment or some technical features can be equivalently replaced；Without departing from the utility model
The spirit of technical solution should all be covered within the scope of the technical scheme claimed by the utility model.
Claims (9)
1. a kind of prefabricated board and shear wall connection structure, it is characterised in that: including the first precast shear wall, the second precast shear wall
And the top of prefabricated board is arranged in prefabricated board, first precast shear wall, second precast shear wall is arranged prefabricated
The lower section of plate, first precast shear wall include the pre-buried fashioned iron of the first shear wall, and second precast shear wall includes second
The pre-buried fashioned iron of shear wall, the prefabricated board include the pre-buried fashioned iron of the first plate and the pre-buried fashioned iron of the second plate, the pre-buried type of the first plate
Steel links together through bolt and the pre-buried fashioned iron of the second plate, and the pre-buried fashioned iron of the first shear wall is through bolt and the pre-buried type of the first plate
Steel, the pre-buried fashioned iron of the second plate link together, and the pre-buried fashioned iron of the second shear wall is through bolt and the pre-buried fashioned iron of the first plate, second
The pre-buried fashioned iron of plate links together.
2. prefabricated board according to claim 1 and shear wall connection structure, it is characterised in that: the pre-buried fashioned iron of the first plate
Whole is in C font, and the pre-buried fashioned iron of the first plate includes that the pre-buried top plate of the first plate, the pre-buried web of the first plate and the first plate are pre-buried
Bottom plate；The pre-buried fashioned iron of second plate is integrally in C font, and the pre-buried fashioned iron of the second plate includes the pre-buried top plate of the second plate, second
The pre-buried web of plate and the pre-buried bottom plate of the second plate.
3. prefabricated board according to claim 2 and shear wall connection structure, it is characterised in that: the pre-buried fashioned iron of the first plate
It further include several layers the first reticular structure that sequence interval is arranged from top to bottom, first reticular structure includes several first
Vertical muscle and the first transverse bar, the first vertical muscle interlock with the first transverse bar transverse and longitudinal, and the end of the first vertical muscle and the first plate are pre-buried
Web links together；The pre-buried fashioned iron of second plate further includes several layers the second netted knot that sequence interval is arranged from top to bottom
Structure, second reticular structure include several second vertical muscle and the second transverse bar, and the second vertical muscle and the second transverse bar transverse and longitudinal are handed over
Mistake, end and the pre-buried web of the second plate of the second vertical muscle link together.
4. prefabricated board according to claim 2 and shear wall connection structure, it is characterised in that: the pre-buried web of the first plate
It links together through bolt and the pre-buried web of the second plate.
5. prefabricated board according to claim 2 and shear wall connection structure, it is characterised in that: the pre-buried top plate of the first plate
Length of the length less than the pre-buried bottom plate of the first plate, the length of the length of the pre-buried top plate of the second plate less than the pre-buried bottom plate of the second plate
Degree.
6. prefabricated board according to claim 5 and shear wall connection structure, it is characterised in that: the prefabricated board is close to first
The first cast-in-place area is reserved in the end of the pre-buried web of plate, and the prefabricated board is cast-in-place close to the end of the pre-buried web of the second plate reserved second
Area, the longitudinal cross-section in the first cast-in-place area and the trapezoidal shape in longitudinal cross-section in the second cast-in-place area.
7. prefabricated board according to claim 2 and shear wall connection structure, it is characterised in that: first shear wall is pre-buried
Fashioned iron be integrally in it is I-shaped, the pre-buried fashioned iron of the first shear wall include the pre-buried top flange plate of the first shear wall, the first shear wall
Pre-buried web and the pre-buried bottom wing listrium of the first shear wall；The pre-buried fashioned iron of second shear wall be integrally in it is I-shaped, described
The pre-buried fashioned iron of two shear walls includes that the pre-buried top flange plate of the second shear wall, the pre-buried web of the second shear wall and the second shear wall are pre-
Bury flange plate.
8. prefabricated board according to claim 7 and shear wall connection structure, it is characterised in that: first shear wall is pre-buried
The left part of bottom wing listrium links together through bolt and the pre-buried top plate of the first plate, the right side of the pre-buried bottom wing listrium of the first shear wall
Portion links together through bolt and the pre-buried top plate of the second plate, and the left part of the pre-buried top flange plate of the second shear wall is through bolt and
The pre-buried bottom plate of one plate links together, and the right part of the pre-buried top flange plate of the second shear wall is through bolt and the pre-buried bottom plate of the second plate
It links together.
9. prefabricated board according to claim 8 and shear wall connection structure, it is characterised in that: the pre-buried top plate of the first plate
Several the first plate ribbed stiffeners are arranged at intervals between the pre-buried bottom plate of the first plate, the first plate ribbed stiffener and the first plate are pre-buried
Top plate, the pre-buried web of the first plate and the pre-buried bottom plate of the first plate link together, and the pre-buried top plate of the second plate and the second plate are pre-
Several the second plate ribbed stiffeners, the second plate ribbed stiffener and the pre-buried top plate of the second plate, second are arranged at intervals between buried end plate
The pre-buried web of plate and the pre-buried bottom plate of the second plate link together；The pre-buried top flange plate of first shear wall and the first shear wall
Several the first shear wall ribbed stiffeners are arranged at intervals between pre-buried bottom wing listrium, the first shear wall ribbed stiffener is cut with first
The pre-buried top flange plate of power wall, the pre-buried web of the first shear wall and the pre-buried bottom wing listrium of the first shear wall link together, described
Several the second shear walls are arranged at intervals between the pre-buried top flange plate of second shear wall and the pre-buried bottom wing listrium of the second shear wall
Ribbed stiffener, the second shear wall ribbed stiffener and the pre-buried top flange plate of the second shear wall, the pre-buried web of the second shear wall and
The pre-buried bottom wing listrium of two shear walls links together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821920829.3U CN209243946U (en) | 2018-11-21 | 2018-11-21 | A kind of prefabricated board and shear wall connection structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821920829.3U CN209243946U (en) | 2018-11-21 | 2018-11-21 | A kind of prefabricated board and shear wall connection structure |
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| CN209243946U true CN209243946U (en) | 2019-08-13 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339244A (en) * | 2018-11-21 | 2019-02-15 | 福建工程学院 | A kind of prefabricated board and shear wall connection structure and construction method |
| CN117344900A (en) * | 2023-12-06 | 2024-01-05 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
-
2018
- 2018-11-21 CN CN201821920829.3U patent/CN209243946U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339244A (en) * | 2018-11-21 | 2019-02-15 | 福建工程学院 | A kind of prefabricated board and shear wall connection structure and construction method |
| CN109339244B (en) * | 2018-11-21 | 2024-02-20 | 福建工程学院 | Prefabricated plate and shear wall connection structure and construction method |
| CN117344900A (en) * | 2023-12-06 | 2024-01-05 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
| CN117344900B (en) * | 2023-12-06 | 2024-02-20 | 中建六局建设发展有限公司 | Novel fully-assembled floor system and construction method |
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