A kind of wallboard connects node
Technical field
This utility model belongs to building structure technology field, particularly relates to a kind of wallboard and connects node.
Background technology
In assembled architecture industry, the design and installation of body of wall is prefabricated modular and installs, connecting elements is used to be attached between wallboard, for making to be connected as an entirety between wallboard and wallboard, so that it keeps continuously, and under the effect of the external force such as seismic force, horizontal shear and vertical counter-force etc. can be transmitted, not only the structural performance requirements of connecting elements is higher, simultaneously for connecting, the technological requirement installed is the strictest, therefore the connection of wallboard is one of construction procedure crucial in whole construction, being reliably connected between wallboard is also the emphasis in fabricated construction construction and difficult point.
At present, connection conventional method between wallboard is to use at wallboard medial surface reserved steel bar joint between wallboard and wallboard, casting concrete connected mode again after splice colligation, this kind of mode makes amount of reinforcement big, relatively costly and external force limited in one's ability of transmission horizontal direction.In prior art, patent CN203022131U discloses a kind of L-type wall inner corner trim integral level and connects node, including longitudinal prefabricated panel, horizontal prefabricated panel and L-type steel plate, the edge of described longitudinal prefabricated panel and horizontal prefabricated panel is all spaced and is embedded with silk braid, both vertical butt joint form L-type body of wall, longitudinal prefabricated panel and horizontal prefabricated panel in level to connecting into entirety, and by screw rod is connected with L-type steel plate spot welding;Although this connected mode is prevented from precast facade generation sidesway, but the connection of wallboard does not has globality, is unfavorable for the conduction of power between wallboard, is only connected by L-type steel plate simultaneously between wallboard, and under the effect of shear stress, this connects node destructible.
In sum, needing that a kind of attachment security of exploitation is reliable, good integrity badly, be unlikely to deform, the wallboard of low cost connects node.
Utility model content
The purpose of this utility model is to provide that a kind of attachment security is reliable, good integrity, is unlikely to deform, and the wallboard of low cost connects node.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of wallboard connects node, including the first wallboard, the second wallboard and in-situ layer, described first wallboard and the second wallboard constitute L-type structure, described first wallboard is provided with breach near the end of the second wallboard, described first wallboard is provided with dowel, described dowel extend out in described breach, is provided with interspersed reinforcing bar in described breach, and described interspersed reinforcing bar is positioned at the described dowel extension side away from the second wallboard;Being provided with soft-lock in described second wallboard, described soft-lock includes that ring portion and anchored end, described anchored end are embedded in the second wallboard, and described ring portion extend in described breach, and described ring portion through described ring portion and is anchored in described breach by described interspersed reinforcing bar;In described in-situ layer is filled in described breach and the first wallboard and the stitching portion of the second wallboard.Described first wallboard is loosed core formation breach by formwork erection in prefabrication process, it is possible to be in installation process, the first wallboard to be carried out cutting to offer breach.During the assembling of wallboard, first wallboard and the lifting of the second wallboard are L-shaped, the ring portion of soft-lock pre-buried in the second wallboard is extend in breach, then interspersed reinforcing bar is inserted described ring portion, when in-situ layer pours, the wallboard on breach three limit can be as the rib template of in-situ layer, it is only necessary at the formwork that carries out of vacancy, such easy construction.After in-situ layer pours, the part dowel of described first wallboard and the ring portion of second wallboard soft-lock by being anchored in in-situ layer, interspersed reinforcing bar and the first wallboard connects into entirety, and soft-lock, interspersed reinforcing bar, dowel and in-situ layer are reliably connected and are formed overall common stress.Should be appreciated that and be filled in by in-situ layer in set breach, can be effectively increased the contact area of the first wallboard and in-situ layer, in-situ layer is wrapped up therebetween by the first wallboard and the second wallboard simultaneously, so further enhances wallboard and connects the globality of node.Breach offered by first wallboard simultaneously, and the working place of such junction increases, it is simple to soft-lock and the installation of insertion reinforcing bar.
Wallboard of the present utility model connects node, can be used for integrally assembled wallboard structural system, said structure feature not only strengthens wallboard and connects the globality of node, be conducive to the conduction of power between wallboard, the shock resistance of the most reinforced wallboard structural system, this utility model is easy for installation, safe and reliable, good integrity, is unlikely to deform, and low cost.
Further, the ring portion of described soft-lock extend into described breach from the end sidewalls of the second wallboard.
Further, described second wallboard is provided with groove near the sidewall of the first wallboard, and described in-situ layer forms sunk key in stretching into groove.Being arranged such, increase in-situ layer and the second wallboard contact area so that the connection of described second wallboard and described in-situ layer is relatively reliable, the sunk key of formation can the shearing strength of effective Reinfored wallboard connection node.
Further, the edge joint position of described first wallboard and the second wallboard is provided with building sealing strip and/or polyethylene foamed rod.Between described first wallboard and the second wallboard, the setting of splicing seams, beneficially wallboard expands with heat and contract with cold;The setting of building sealing strip and/or polyethylene foamed rod is mainly played and is sealed and waterproof effect.
Further, described first wallboard and the second wallboard are prefabricated assembled combined wall board, and described prefabricated assembled combined wall board is hollow-core construction.When the first wallboard and the second wallboard are as non-load bearing wall, it can be hollow-core construction, so on the one hand, material can be saved, on the other hand the end of hollow-core construction is directly U-shaped mouth, during installation, it is only necessary to by a sidewall opening of U-shaped mouth, certainly, first wallboard can be provided with breach when prefabricated, time saving and energy saving.
Further, the contact surface that described first wallboard and/or the second wallboard contact with in-situ layer is matsurface.It is arranged such, the first wallboard, the second wallboard can be made tightr with the connection of described in-situ layer.
Further, described interspersed steel bar vertical arranges and is mutually perpendicular to dowel extension.Being arranged such, interspersed reinforcing bar and dowel can be formed by in-situ layer and be reliably connected, it is easy to common stress.
Further, being provided with sleeper stirrup in described first wallboard, described sleeper stirrup extend in described in-situ layer.It is arranged such, after in-situ layer pours, forms sleeper;The setting of sleeper stirrup, not only can be effectively increased the intensity of sleeper, can increase the globality of the first wallboard and in-situ layer simultaneously.
Further, the ring portion of described soft-lock is provided with reinforcement.Being arranged such, the ring portion intensity of soft-lock is greatly improved so that it is can bear bigger pulling force, and meanwhile, because being provided with reinforcement, the shape making ring portion can be the most fixing.
Further, one during described reinforcement is metallic plate, tinsel or metal tube.When reinforcement is metallic plate, described reinforcing plate is arranged between described ring portion and interspersed reinforcing bar;When reinforcement is metal tube, described metal pipe sleeve is connected in described ring portion, the most not only can play the effect of reinforcement, can prevent the concrete corrosion to ring portion simultaneously, increase its service life.
Further, described dowel is the girder rib being arranged in described first wallboard.
Further, described dowel is to be embedded in the U-shaped muscle in described first wallboard or annular muscle.
Further, it is provided with quarter bend draw-in groove between ring portion and the anchored end of described soft rope.By arranging quarter bend draw-in groove, ring portion and the anchored end of described soft-lock are perpendicular, can be effectively increased soft-lock anchor force in the second wallboard, can effectively solve soft rope simultaneously in connection procedure, easily not cause wallboard to draw at same straight line because of stress and damage the problem destroyed.
Further, described second wallboard is provided with near the sidewall of the first wallboard and offers breach, and described in-situ layer is inserted to described breach;It is arranged such, increases in-situ layer and the second wallboard contact area so that the connection of described second wallboard and described in-situ layer is relatively reliable, increases by second wallboard bond stress to in-situ layer.
Further, described first wallboard is provided with soft-lock, and the ring portion of described soft-lock extend in the breach of the second wallboard, is provided with interspersed reinforcing bar in the breach of described second wallboard, and described interspersed reinforcing bar passes described ring portion.
Accompanying drawing explanation
The accompanying drawing constituting a part of the present utility model is further appreciated by of the present utility model for providing, and schematic description and description of the present utility model is used for explaining this utility model, is not intended that improper restriction of the present utility model.
Fig. 1~Fig. 3 is respectively the wallboard involved by a kind of embodiment of this utility model and connects the top plan view of node.
In figure:
1 first wallboard 2 second wallboard 3 breach 4 in-situ layer
5 girder ribs 6 intert reinforcing bar 7 soft-lock 8 ring portion
9 groove 10 building sealing strip 11 polyethylene foamed rod 12 sleeper stirrups
13U type muscle
Detailed description of the invention
Being described in detail this utility model below in conjunction with the accompanying drawings, the description of this part is only exemplary and explanatory, should not have any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art are according to the description of presents, the feature in embodiment in presents and in different embodiment can be carried out respective combination.
This utility model embodiment is as follows, with reference to Fig. 1~3, above-mentioned purpose is to be achieved through the following technical solutions: a kind of wallboard connects node, including the first wallboard the 1, second wallboard 2 and in-situ layer 4, described first wallboard 1 and the second wallboard 2 constitute L-type structure, described first wallboard 1 is provided with breach 3 near the end of the second wallboard 2, described first wallboard 1 is provided with dowel, described dowel extend out in described breach 3, being provided with interspersed reinforcing bar 6 in described breach 3, described interspersed reinforcing bar 6 is positioned at the described dowel extension side away from the second wallboard 2;Described second wallboard 2 is provided with soft-lock 7, described soft-lock 7 includes ring portion 8 and anchored end, described anchored end is embedded in the second wallboard 2, and described ring portion 8 extend in described breach 3, and described ring portion 8 through described ring portion 8 and is anchored in described breach 3 by described interspersed reinforcing bar 6;In described in-situ layer 4 is filled in described breach 3 and the first wallboard 1 and stitching portion of the second wallboard 2.Described first wallboard 1 is loosed core by formwork erection in prefabrication process and is formed breach 3, it is possible to be in installation process, the first wallboard 1 to be carried out cutting to offer breach 3.During the assembling of wallboard, first wallboard 1 lifts L-shaped with the second wallboard 2, the ring portion 8 of soft-lock 7 pre-buried in the second wallboard 2 is extend in breach 3, then interspersed reinforcing bar 6 is inserted described ring portion 8, when in-situ layer 4 pours, the wallboard on breach 3 three limit can be as the rib template of in-situ layer 4, it is only necessary at the formwork that carries out of vacancy, such easy construction.After in-situ layer 4 pours, the part dowel of described first wallboard 1 and the ring portion 8 of second wallboard 2 soft-lock 7 by being anchored in in-situ layer 4, interspersed reinforcing bar 6 and the first wallboard 1 connects into entirety, and soft-lock 7, interspersed reinforcing bar 6, dowel and in-situ layer 4 are reliably connected and are formed overall common stress.Should be appreciated that and be filled in set breach 3 by in-situ layer 4, can be effectively increased the contact area of the first wallboard 1 and in-situ layer 4, in-situ layer 4 is wrapped up therebetween by the first wallboard 1 and the second wallboard 2 simultaneously, so further enhances wallboard and connects the globality of node.Breach 3 offered by first wallboard 1 simultaneously, and the working place of such junction increases, it is simple to soft-lock 7 and the installation of insertion reinforcing bar.
Wallboard of the present utility model connects node, can be used for integrally assembled wallboard structural system, said structure feature not only strengthens wallboard and connects the globality of node, be conducive to the conduction of power between wallboard, the shock resistance of the most reinforced wallboard structural system, this utility model is easy for installation, safe and reliable, good integrity, is unlikely to deform, and low cost.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the ring portion 8 of described soft-lock 7 extend into described breach 3 from the end sidewalls of the second wallboard 2.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 3, described dowel is the girder rib 5 being arranged in described first wallboard 1.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, described dowel is to be embedded in the U-shaped muscle 13 in described first wallboard 1 or annular muscle.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described second wallboard 2 is provided with groove 9 near the sidewall of the first wallboard 1, and described in-situ layer 4 forms sunk key in stretching into groove 9.Being arranged such, increase in-situ layer 4 and the second wallboard 2 contact area so that the connection of described second wallboard 2 and described in-situ layer 4 is relatively reliable, the sunk key of formation can the shearing strength of effective Reinfored wallboard connection node.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the edge joint position of described first wallboard 1 and the second wallboard 2 is provided with building sealing strip 10 and/or polyethylene foamed rod 11.Between described first wallboard 1 and the second wallboard 2, the setting of splicing seams, beneficially wallboard expands with heat and contract with cold;The setting of building sealing strip 10 and/or polyethylene foamed rod 11 is mainly played and is sealed and waterproof effect.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described first wallboard 1 and the second wallboard 2 are prefabricated assembled combined wall board, and described prefabricated assembled combined wall board is hollow-core construction.When the first wallboard 1 and the second wallboard 2 are as non-load bearing wall, it can be hollow-core construction, so on the one hand, material can be saved, on the other hand the end of hollow-core construction is directly U-shaped mouth, during installation, it is only necessary to by a sidewall opening of U-shaped mouth, certainly, first wallboard 1 can be provided with breach 3 when prefabricated, time saving and energy saving.
On the basis of above-described embodiment, in another embodiment of the present invention, the contact surface that described first wallboard 1 and/or the second wallboard 2 contact with in-situ layer 4 is matsurface.It is arranged such, first wallboard the 1, second wallboard 2 can be made tightr with the connection of described in-situ layer 4.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, described interspersed reinforcing bar 6 is vertically arranged and is mutually perpendicular to dowel extension.Being arranged such, interspersed reinforcing bar 6 and dowel can be formed by in-situ layer 4 and be reliably connected, it is easy to common stress.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, being provided with sleeper stirrup 12 in described first wallboard 1, described sleeper stirrup 12 extend in described in-situ layer 4.It is arranged such, after in-situ layer 4 pours, forms sleeper;The setting of sleeper stirrup 12, not only can be effectively increased the intensity of sleeper, can increase the globality of the first wallboard 1 and in-situ layer 4 simultaneously.
On the basis of above-described embodiment, in another embodiment of the present invention, the ring portion 8 of described soft-lock 7 is provided with reinforcement.Being arranged such, the ring portion Final 8 degree of soft-lock 7 is greatly improved so that it is can bear bigger pulling force, and meanwhile, because being provided with reinforcement, the shape making ring portion 8 can be the most fixing.
On the basis of above-described embodiment, in another embodiment of the present invention, described reinforcement is a kind of in metallic plate, tinsel or metal tube.When reinforcement is metallic plate, described reinforcing plate is arranged between described ring portion 8 and interspersed reinforcing bar 6;When reinforcement is metal tube, described metal pipe sleeve is connected in described ring portion 8, the most not only can play the effect of reinforcement, can prevent the concrete corrosion to ring portion 8 simultaneously, increase its service life.
On the basis of above-described embodiment, in another embodiment of the present invention, between ring portion 8 and the anchored end of described soft rope, it is provided with quarter bend draw-in groove.By arranging quarter bend draw-in groove, ring portion 8 and the anchored end of described soft-lock 7 are perpendicular, can be effectively increased the soft-lock 7 anchor force in the second wallboard 2, can effectively solve soft rope simultaneously in connection procedure, easily not cause wallboard to draw at same straight line because of stress and damage the problem destroyed.
On the basis of above-described embodiment, in another embodiment of the present invention, described second wallboard 2 is provided with near the sidewall of the first wallboard 1 and offers the second breach, and described in-situ layer 4 is inserted to described second breach;It is arranged such, increases in-situ layer 4 and the second wallboard 2 contact area so that the connection of described second wallboard 2 and described in-situ layer 4 is relatively reliable, increases by second wallboard 2 bond stress to in-situ layer 4.
On the basis of above-described embodiment, in another embodiment of the present invention, described first wallboard 1 is provided with the second soft-lock, the ring portion of described second soft-lock extend in the second breach of the second wallboard 2, being provided with interspersed reinforcing bar 6 in second breach of described second wallboard 2, described interspersed reinforcing bar 6 is through the ring portion of described second soft-lock.
The above is only preferred implementation of the present utility model; it should be pointed out that, for those skilled in the art, on the premise of without departing from this utility model principle; can also make some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.